PB-236 402
AGRICULTURAL BENEFITS AND  ENVIRON-
MENTAL CHANGES RESULTING  FROM  THE
USE  OF DIGESTED SLUDGE ON  FIELD  CROPS
Thomas  D.  Hinesly
Metropolitan  Sanitary District  of  Greater
Chicago
Prepared for:

Environmental  Protection  Agency


1974
                             DISTRIBUTED BY:
                             National Technical Information Service
                             U. S.  DEPARTMENT OF  COMMERCE
                             5285 Port Royal Road, Springfield Va. 22151

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SHEET
                      EPA/530/SW-30d,l
4. 1 .! • u.J - -• !::,.

  Agricultural benefits and environmental  changes resulting
  from the use of  diaested sludcte on  field crops
7. AL; .-on-,)
   Thomas  D. Hinesly  University of  Illinois
                                                                     5- Kcp.-rt D.uc

                                                                       1974
                                                                     6.
                                                                     8* I'crf ornnn t; Or^an i/.at ton Kc r;
                                                                       No.
9. Purlorrnti^ Or^.ini^at u»n \jrpt and Ad Jri-^s
   The Metropolitan  Sanitary  District  of Greater Chicago
   100 East Erie Street
   Chicago, Illinois  60611
                                                                     10. Project ' I ask, Uork I'm! \i>
                                                                     II. Contract Grant No.
           Or,; ini/ ation Namr and Address
   U.S.  Environmental  Protection Agency
   Office of Solid  Waste  Management Programs
   Washington, D.C.  20460
                                                                     13. Type of Report & Period
                                                                        Covered
                                                                      Final  report
                                                                     14.
15. Supplementary Notes
16. Abstracts
   The effects of digested sludge application on the chemical  composition of  soil, plant,
   and water samples  from a large field  lysimeter facility  are discussed.  Specific
   hygienic aspects of digested sludge were  also investigated  and, it was found that
   viruses are not likely to survive the heated anaerobic digester environment  and,
   although digested  sludge contains large  populations of fecal  coliform bacteria, these
   organisms die away rather rapidly during  storage and after  spreading on the  soil.
   Results from green house and field studies indicate that several crop plants show
   favorable growth responses when fertilized with digested sludge, however,  concentration
   levels of several  chemical elements in soils are increased  above native amounts and
   are also increased in  plant tissues.   As  long as digested sludge application rates
   do not exceed those which will result in  unacceptable concentration levels of
   in drainage or groundwaters, sludge of the quality employed in this study  can be
   safely used to increase the production of good quality crops.	
17. Key Uords and Docuficr.c -\ialvsis.  17a. Descriptors

   Sludge disposal,  lysimeters, nutrients,  trace elements,  agronomy, groundwater
                                                    PRICES SUBJECT TO
17b.  1 1< nt if je rs  Opi_ n-1- nd r J Terns
   Solid waste disposal,  sewage sludge  utilization
17c. (  Ov\ [ I i u-Id/Group
                                        Reproduced by
                                          NATIONAL TECHNICAL
                                         INFORMATION SERVICE
                                          U S Department of Commerce
                                             Springfield VA 22151
                                                         19. Si t urn\ C.las.s ( I hi-,    I 21. No. of I'a^i s
                                                            K.-poiM             '
13. A\ ai I .itu 11 r •. ^t .urnu i<.t
                                                         20. S, v ITII> t lass ('1 In-
                                                            l\u;,-
                                                              i v i -\SMrn n
                                                                               USCOMM-H

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This report as submitted by1 the grantee has not been technically
reviewed by the U.S. Environmental protection Agency (EPA).
Publication does not signify that the contents necessarily reflect
the views and policies of EPA, nor does mention of commercial
products constitute endorsement or recommendation for use by the
U.S. Government.

An environmental protection publication (SW-30d.l) in the solid
waste management series.

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This report as submitted by the grantee has not been technically
reviewed by the U.S. Environmental protection Agency (EPA).
Publication does not signify that the contents necessarily reflect
the views and policies of EPA, nor does mention of commercial
products constitute endorsement or recommendation for use by the
U.S. Government.

An environmental protection publication (SW-30d.l) in the solid
waste management series.

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                            ABSTRACT


The construction, equipage and operation of a large field lysimeter
facility are described in detail.  The effects of digested-sludge
application on the chemical composition of soil, plant, and water
samples from this lysimeter facility and another lysimeter facility
established in 1939 are discussed.  Specific hygienic aspects of
digested sludge were also investigated and, it was found that viruses
are not likely to survive the heated anaerobic digester environment
and, although digested sludge contains large populations of fecal
coliform bacteria, these organisms die away rather rapidly during
storage and after spreading on the soil as a surficial application of
sludge.  Results from greenhouse and field studies indicate that
several crop plants show favorable growth responses when fertilized
with digested sludge.  With increasingly greater sludge applications,
concentration levels of several chemical elements in soils are
correspondingly increased above native amounts and their levels are
also increased in plant tissues.  A phytotoxic condition with soy-
beans traceable to high salt concentrations was encountered in
a greenhouse study; the condition was ameliorated by leaching.
The first limiting factor in determining digested sludge application
rates on crop lands is its N content.  As long as digested sludge
application rates do not exceed those which will result in unaccept-
able concentration levels of NC^-N in drainage or ground waters,
sludge of the quality employed in this study can be safely used to
increase the production of good quality crops.  If digested sludge ic
continuously applied on land at rates which supply N in amounts which
greatly exceed the plants' capacity to utilize it, soluble P and some
of the more soluble heavy metal constituents of sludge may eventually
adversely affect the yrowth of crops or result in the accumulation of
some chemical element in crop tissues at concentration levels that might
pose a threat to animal or human health.  Studies are in progress to
determine the fate of several selected chemical elements added to cropped
soils as constituents of the digested sludge which has been applied
annually at various rates since 1968.  The results from these several
studies show that P, Cu, Ni, Zn, and Cd should be given special con-
sideration with regard to monitoring their accumulation in soils,
absorption by crops, and transport in percolating water when digested
sludge is used as a soil amendment.
                              iii

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                            CONTENTS
ABSTRACT

LIST OF FIGURES

LIST OF TABLES

ACKNOWLEDGMENTS

Sections

I      CONCLUSIONS

II     RECOMMENDATIONS
       Implementing Land Spreading Operations
       Research Needs

III    INTRODUCTION
       Factors Contributing to Sludge Handling Problems
             Sludge Quantities Increasing
             Kinds of Sludge Generated
             Cost of Sludge Disposal
             Land Requirements
             Criteria for Selection of Sludge Utilization Sites
       Environmental Benefits and Public Health Protection
             Chemical and Physical
             Biological

IV     FIELD LYSIMETER STUDIES
       Northeast Agronomy Research Center Lysimeter Facility
             General Description
             Description of Instrumentation for Volutnetrically
               Measuring and Sampling Runoff and Drainage Water
               from Field Lysimeter Plots
             Disposition of Water Flow Data
             Cropping Systems and Water, Sludge and Inorganic
               Fertilizer Applications
             Operating Procedures and Collection of the
               Several Kinds of Samples
             Sample Analyses
Page

iii

viii

xv

xxviii
5
5
7

8
8
8
9
11
12
13
13
13
22

26
26
26
30
54

55

58
62
                               iv

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                      CONTENTS (Continued^


Sections

IV     FIELD LYSIMCTER STUDIES (Continued)
       Northeast Agronomy Research Center Lysimeter
         Facility (Continued)
             Crop and Water Quality Responses to Digested
               Sludge Applications on the Field Lysimeter
               Plots (.Northeast Agronomy Research Center)         66
             Chemical Composition of Plants                       85
       South Farm Lysimeter Studies                               85
             Introduction                                         85
             Crop Yields                                          89
             Plant Chemistry                                      91
             Chemistry of Soils                                   100
             Chemistry of Leachates                               102

V      LABORATORY AND SMALL SCALE FIELD STUDIES                   108
       Aeration-Induced Changes in Liquid Digested Sewage Sludge  108
             Introduction                                         108
             Materials and Methods                                108
             Changes in the Chemical and Physical Properties
               of the Digested Sludge Upon Contact with the Air   108
             Seed Germination in Digested Sludge                  111
             Discussion                                           114
       Effect of Sludge Application on Soil Atmosphere            116
             Introduction                                         116
             Description of Experiment                            116
             Discussion of Results                                116
             Summary                                              124
       Ammonia Volatilization From Digested Sewage Sludge
         as Related to Land Application^                          124
             Introduction                                         124
             Scope of the Investigation                           128
             Experimental Equipment and Procedures                128
             Results of Laboratory Investigation                  133
             Development of a Mathematical Model                  136
             Factors Affecting Ammonia Volatilization             136
             Conclusions                                          142
       Stability Constants of Metal-Polyelectrolyte Complexes
         Occurring in Soils and Sewage Sludge                     143
             Introduction                                         143
             Materials and Methods                                145
             Mathematical Model                                   160
             Potentiometric Titration                             164
             Conclusion.                                           164
       Digested Sludge Dewatering on Soils                        164
             Introduction                                         164
                                 v

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                      CONTENTS (Continued)

Sections                                                          Page

V      LABORATORY AND SMALL SCALE FIELD STUDIES (Continued)
       Digested Sludge Dewatering on Soils  (Continued)
             Experimental Apparatus and Procedure                 165
             Results and Analysis                                 167
             Summary and Conclusions                              192

VI     MICROBIOLOGICAL STUDIES                                    194
       Influence of Soil Moisture on Fecal  Coliform Survival      194
             Introduction                                         194
             Materials and Methods                                195
             Discussion of Results                                195
             Summary                                              201
       Porcine Enterovirus Survival and Anaerobic Sludge
         Digestion                                                202
             Introduction                                         202
             Materials and Methods                                202
             Results                                              204
             Discussion                                           205
             Conclusions                                          206
       Hygienic Aspects of Liquid Digested  .Sludge                 206
             Fecal Coliform Die Off Studies                       206
             Effect of Heavy Metals on Fecal Coliform Organisms   210
             Fecal Coliform Survival on Soils and in Water        211

VII    GREENHOUSE STUDIES                                         213
       The Effect of Heavy Metals on Nutrient Uptake and Growth
         of Corn                                                  213
             Introduction                                         213
             Experimental Procedure                               213
             Results and Discussion                               215
       Effects of Digested Sewage Sludge Added to Soil on Growth
         and Composition of Soybean:  Part  1                      227
             Introduction                                         227
             Methods                                              229
             Results and Discussion, General Statement            231
             Treatment Effects for ElementalContent of the
               First Cutting  (22 Days) and  Miscellaneous Data     247
             Treatment Effects for Elemental Contents of the
               Second Cutting (37 Days), or the Initiation of
               Blooming                                           256
             Effect of Sodium on Soybean                          259
             Relationships Among Cuttings and Soil Extracts       259
             Summary and Conclusions                              259
       Effects of Digested Sewage Sludge Added to Soil on Growth
         and Composition pf Soybean:  Part  II                     274
             Introduction                                         274
                                 VI

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                        CONTENT (Continued)

Sections                                                           Page
VII    GREENHOUSE STUDIES (Continued)
       Effects of Digested Sewage Sludge Added to Soil on Growth
         and Composition of Soybean:  Part II (Continued)
             Methods                                               274
             Results and Discussion, General Statement             274
             Treatment Effects of Sludge and Simulated Sludge
              . on Soil Levels of Macro-and Microelements           275
             Treatment Effects, First Cutting or Beginning
               of Rapid Growth Phase                               275
             Treatment Effects, Second Cutting or Initiation
               of Blooming                                         315
             Treatment Effects, Third Cutting or Mature Plant
               at Harvest                                          318
             Treatment Effects, Seed                               318
             Treatment Effects, Summary                            318
             Correlations of Elemental Contents Among Cuttings
               and with Soil                                       323
             Summary                                               323

VIII   SUPPLEMENTAL FIELD STUDIES                                  331
       Plant Responses to Applications of Digested Sludge in
         Field Studies                                             331
             Introduction                                          331
             Experimental Procedure:  Corn                         331
             Results of Continuous Corn Study                      332
             Experimental Procedure:  Soybeans                     342
             Results and Discussion                                342
             Experimental Procedure:  Kenaf                        350
             Results and Discussion of the Kenaf Study             350
             Experimental Procedure:  Alfalfa                      353
             Results and Discussion of Alfalfa Study               353

IX     REFERENCES                                                  358

X      PUBLICATIONS GENERATED BY THE PROJECT                       371
       Publications                                                371
       Reports                                                     372
       Theses                                                      373
       Bibliographies                                              373
                                  vii

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                            FIGURES
No.                                                            Page

 1    Schematic layout of field lysimeter research facility
      at the Northeast Agronomy Research Center,  Elwood,
      Illinois (in. x 2.54 - cm; ft.  x 0.305 = n; gal.  x
      3.78 = 1).                                                29

 2    Schematic diagram of system for data and sample
      collection.                                              31

 3    Top and side views of tipping bucket and sample
      collector assembly.                                      32

 4    Top, side,  and front views of tipping bucket used in
      water collection.                                        33

 5    Weight of liquid contained in buckets at various rates
      of tipping.                                              36

 6    Weight of liquid contained in buckets at various rates
      of tipping.                                              37

 7    Schematic views sample collector for water.              38

 8    Detail plan view and oblique projection of sample
      collector turn-table used in water collection.           40

 9    Back, top,  and front views of control chassis showing
      component location.                                      42

10    View from below of control chassis.                      44

11    Wiring diagram of data and sample collecting system.      45

12    Wiring diagram of a control and counting unit.           47

13    Wiring diagram for sample collector cabinet and tipping
      bucket circuits.                                         48
                                viii

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                       FIGURES (Continued)


No.

14    Schematic diagrams for automatic turn-on and turn-
      off systems for upper and lower drains.                    50

15    Wiring diagram of turn-on and turn-off circuit.             51

16    Schematic plan view of lysimeter facility showing soil
      type and treatment for each lysimeter.                    57

17.   Diagram for determining location of a control circuit
      and event recorder channel associated with sampling
      and recording runoff water flows from a lysimeter
      plot.                                                     59

18    Diagram for determining location of a control
      circuit and event recorder channel associated with
      sampling and recording drainage water flow from a
      lysimeter plot.                                           60

19    Average monthly concentrations of NO,-N in drainage
      water from lysimeters at Urbana.

20    Average monthly concentrations of NO-.-N and leachate
      volume from lysimeters at Urbana.                         107

21    Effects of aeration of liquid digested sludge on Eh,
      pH, and NH.-N content of the sludge and effect  on
      germination of soybean seed exposed to the sludge.        H3

22    Carbon dioxide concentrations in soil atmosphere at
      15.2-cm depth after various sludge applications were
      made on the soil's surface.

23    Carbon dioxide concentrations in soil atmosphere at
      45.7-cm depth after various sludge applications were
      made on the soil's surface.                               11°

24    Oxygen and carbon dioxide concentrations of soil
      atmosphere with depth one week after different  thick-
      nesses of sludge had been applied to the surface.         120

25    Oxygen and carbon dioxide concentrations of soil
      atnosphere at 0.75-m depth with time and thickness of
      sludge applied on the surface as the independent
      variables.
                               IX

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                      FIGURES (Continued)

No.

26    Oxygen and carbon dioxide contents of soil atmosphere
      at 1.35-m depth with time and application rate of
      sludge as independent variables.                           122

27    Distribution of N03 with depth in soil lysimeters
      after 3,4, and 5 weeks.                                   123

28    Denitrification of NO3 added to sludge held for dif-
      ferent lengths of time.                                   125

29    Denitrification of NO3 added to sludge and a mixture
      of 50 g of soil.                                          126

30    Diagram of apparatus used in determining NH3 volatil-
      ization from sludge.                                      131

31    Schematic diagram of apparatus used to determine
      amount of NH3 evolved.                                    132

32    Distribution between 0 to 527 hours of NH^-N with
      depth in an undisturbed sludge column.                    134

33    Depth of interface between thick suspension and super-
      natant as a function of time.                             135

34    Volatilization of NH3~N with time from sludge columns
      of different depth.                                       137
                         +2
35    Concentration of Ni   in successive buffered citric
      acid extracts of sludge solids.                           146
                         +2
36    Concentration of Pb   in successive buffered citric
      acid extracts of sludge solids.                           147
                         +2
37    Concentration of Mn   in successive buffered citric
      acid extracts of sludge solids.                           148

                         +2
38    Concentration of Cr   in successive buffered citric
      acid extracts of sludge solids.                           149

39    Effect of pH on total amounts of metal ions extracted
      from one-gram sample of sludge solids with five
      successive 75-ml treatments.                              150

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                      FIGURES (Continued)

No.                                                            Page

40    Scheme for extracting humic-like materials from
      sewage sludge.                                           153

41    Titration curve in 0.1 N_ KC1 of 25 mg of humic acid
      obtained by Na.P 0  extraction' of sludge.                155

42    Titration curve in 0.1 N_ KC1 of 25 mg of humic acid
      obtained by NaOH extraction of sludge.                   156

43    Titration in 0.1 N_ KC1 of 25 rag of humic acid extract-
      ed from sludge with EDTA.                                157

44    Infrared spectra of humic acids extracted from sludge
      with different concentrations of NaOH.

45    Infrared spectra of humic acid extracted from sludge
      with Na P 0  (A), then hydrolyzed with 6 N_ HC1 (B), and
      humic acid extracted from Leonardite with EDTA.          159

46    Graphical solution of the equation log (Mc) = log a_ +
      log K + a_ log (Mf) + b^ log (Chf) for five Zn(II)-
      humic acids from the data given in Table 47.

47    Hydraulic conductivity values of Plainfield sand A-l,
      2 and Blount silt loam A-3,4,5,6,7 as determined with
      digested sludge and water.                               1"°

48    Electrical conductivity and nitrate concentration
      changes in effluent from Plainfield sand and Blount
      silt loam soil columns treated with digested sludge.

49    Electrical conductivity and nitrate concentration
      changes in effluent from Blount silt loam soil columns
      treated with water.

50    Decrease of digested sludge surface levels with time
      for several loading rates of digested sludge on Plain-
      field sand soil columns at different initial moisture
      contents.

51    Changes in dewatering rate with time after digested
      sludge is applied at three different loading rates on
      columns of Plainfield sand.
                                xi

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                      FIGURES (Continued)

No.

52    Decrease of height of the surface of digested sludge
      above an arbitrary datum with time on Blount silt
      soil columns at different initial moisture contents.     175

53    Dewatering rate changes of digested sludge with time
      on Blount silt loam soil columns at different moisture
      contents.                                                176

54    Dewatering rate changes of digested sludge as a func-
      tion of decreasing sludge moisture contents on Blount
      silt loam soil columns at different initial moisture
      contents.                                                177

55    Changes in digested sludge and water surface levels in
      pans with time of exposure to constant conditions for
      convective evaporation.                                  179

56    Changes in convective evaporation rate of digested
      sludge and water in pans with time.                      180

57    Time required for a given application of digested
      sludge to infiltrate the surface of Blount silt loam
      soil at different initial moisture contents.             181

58    Time required for 1.25 cm of digested sludge liquid
      containing different amounts of total solids to
      infiltrate Blount silt loam soil.                        182

59    Changes in digested sludge surface levels, by sludge
      dewatering, by infiltration alone, and soil moisture
      suctions at two depths with time after sludge applica-
      tions and rainfall.                                      184

60    Changes of infiltration rates with time after water and
      digested sludge applications on Blount silt loam soil,
      where previous application was permitted to dry.         186

61    Changes of infiltration rates with time after water and
      digested sludge applications on Blount silt loam soil
      which had received an  initial high application of sludge
      and was allowed to dry between each succeeding applica-
      tion.                                                    187
                                xii

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                      FIGURES (Continued)

No.

62    Changes of infiltration rates with time after apply-
      ing digested sludge on Blount silt loam soil where
      the sludge residues of a previous treatment were not
      permitted to dry.                                        188

63    Changes, of infiltration rates with time after a large
      (20 cm) digested sludge application on Blount silt
      loam soil.                                               189

64    Changes in electrical conductivity values and NC>3 con-
      centrations on the soil solution with time after
      periodic sludge and water applications on Blount silt
      loam soil.                                               190

65    Changes in electrical conductivity values and N(>3 con-
      centrations of soil solutions of Blount silt loam taken
      from several depths with time.                           191

66    Fecal coliform survival in sludge-conditioned soil
      adjusted to 5 percent moisture content.                  196

67    Fecal coliform survival in sludge-conditioned soil
      adjusted to 10 percent moisture content.                 197

68    Fecal coliform survival in sludge-conditioned soil
      adjusted to 15 percent moisture content.                 198

69    Fecal coliform survival in sludge-conditioned soil ad-
      justed to 20 percent moisture content.                   199

70    Fecal coliform survival in sludge.                       200

71    Yield (oven-dry weight) of corn at four weeks in the
      presence of Pb admixed with Elliott silt loam and Plain-
      field sand.                         x                     216

72    Yield (oven-dry weight) of corn at four weeks in the
      presence of Cu admixed with Elliott silt loam and Plain-
      field sand.                                              219

73    Yield (oven-dry weight) of corn at four weeks in the
      presence of Cr admixed with Elliott silt loam and Plain-
      field sand.                                              224
                                xiii

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                      FIGURES (Continued)


No.

74    Yield (oven-dry weight) of corn at four weeks in the
      presence of Zn admixed with Elliott silt loam and
      Plainfield sand.                                         226

75    Yield -(oven-dry weight) of corn at four weeks in the
      presence of Ni admixed with Plainfield sand.             228

76    Graphical representation of simple linear correlations
      among macroelements and microelements in soybean aerial
      plant parts harvested at 22 days, the beginning of the
      rapid growth phase.                                      255

77    Graphical representation of simple linear correlations
      among macroelements in soybean aerial plant parts
      harvested at 37 days, appearance of first blooms.        258

78    Weight of aerial plant portion of soybean at maturity
      without seeds and pods.                                  319

79    Weight of seeds produced by digested- and simulated-
      sludge applications to Blount silt loam.                 321

80    Graphical representation of simple linear correlations
      among macroelements and microelements in soybean aerial
      plant parts harvested at 21 days, the beginning of the
      rapid growth phase.                                      324

81    Graphical representation of simple linear correlations
      among macroelements and microelements in soybean aerial
      plant parts harvested at 32 days, the initiation of
      blooming.                                                325

82.   Graphical representation of simple linear correlations
      among macroelements in soybean aerial plant parts
      harvested at 95 days, the date of harvest.                326

83    Graphical representation of simple linear correlations
      among macroelements and microelements in soybean seeds.  327
                               xiv

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                              TABLES
No.                                                           Page

 1    Composition of anaerobically digested sewage
      sludges from MSD of Chicago, Calumet and Stickney
      treatment plants                                        14

 2    Average concentrations of trace elements extracted
      by 2.5 percent acetic acid from 42 sludges collected
      in England and Wales (17) and percent of total amount
      present that was extractable                            18

 3    Availability of trace elements and their uptake by
      vegetable crops growing in a soil treated with
      568 tons/acre of sewage sludge (LeRiche, 1968,
      Harpenden, England)                                     19

 4    Effects of storage:  Laboratory study demonstrating
      days required for 99.9% reduction of viruses and
      bacteria in sewage (16)                                 23

 5    Disappearance of fecal coliforms in a sludge cake
      covering a soil surface (unpublished data, Agron.
      Dept., Univ. of Illinois)                               23
                    S
 6    Methods of determination for waters, plants, sludge,
      and soils received at the analytical support labora-
      tory                                                    63

 7    Sludge applications on the south (corn) 22 lysimeter
      plots (Northeast Agronomy Research Center)              67

 8    Sludge applications on the north (soybeans) 22 lysi-
      meter plots (Northeast Agronomy Research Center)        69

 9    Results of statistical correlations calculated for
      series and composited water samples from the lysi-
      meter plots (Northeast Agronomy Research Center)        72
                               xv

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                        TABLES (continued)
No.                                                              Page

10    Distribution of runoff and drainage water from the
      lysimeter plots (Northeast Agronomy Research Center)       80

11    Average corn and soybean yields as tons per hectare
      on NEARC lysimeter plots by sludge treatment, soil
      types and year                                             84

12    Composition of corn leaves from the lysimeter plots
      in 1970 (Northeast Agronomy Research Center)               86

13    Composition of corn grain from the lysimeter plots in
      1970 (Northeast Agronomy Research Center)                  87

14    Composition of soybean grain from the lysimeter plots
      in 1970 (Northeast Agronomy Research Center)               88

15    Soybean yields from South Farm lysimeters, 1967            90

16    Reed canary grass yield means in grams dry weight;
      South Farm lysimeters                                '      90

17    Sorghum (1968) and corn grain (1969, 1970) yields for
      plants grown in South Farm lysimeters                      91

18    Nitrogen content of soybean plants grown in South Farm
      lysimeters, 1967                                           91

19    Total N content of Reed canary grass and sorghum leaves
      from South Farm lysimeters                                 92

20    Nitrogen concentration of corn raised on South Farm
      lysimeters, 1969                                           93

21    Selected microelement concentration levels in soybean
      leaves and grain from South Farm lysimeters, 1967          94

22    Chemical element concentration levels in two cuttings
      of Reed canary grass from South Farm lysimeters, 1968      95

23    Selected macroelement and microelements  in two cuttings
      of Reed canary grass from South Farm lysimeters, 1969      95
                                xvi

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                        TABLES (continued)
No.                                                              Page

24    Concentrations of macroelements and microelements in
      Reed canary grass from South Farm lysimeters, 1970         96

25    Chemical element concentration levels in sorghum leaves
      and grain from South Farm lysimeters, 1968                 97

26    Concentrations of macroelements and microelements in
      corn leaves at two growth stages and grain from South
      Farm lysimeters, 1970                                      98

27    Chemical element concentration levels in corn leaves
      from South Farm lysimeters, 1969                           99

28    Oil concentrations in South Farm lysimeter corn grains     99

29    Deleted

30    Mean values for pH and concentration levels of available
      phosphorus and potassium as determined for soil samples
      collected from the 0-to 10-cm depth of soil represented
      in the South Farm lysimeters                               100

31    Organic carbon contents in the 0-to 10-cm depth of South
      Farm lysimeter soils (percent dry weight)                  101

32    Heavy metal concentration levels (0.1 II HC1 extractable)
      in South Farm lysimeter soils, samples 5/19/70             101

33    Heavy metal concentration levels (0.1 14 HC1 extractable)
      with depth in South Farm lysimeter soils, sampled 5/19/70  103

34    Selected chemical element concentration levels in South
      Farm lysimeter leachate water                              105

35    Changes in somex properties of digested sludge upon con-
      tact with the air for 6 days                               110

36    Inhibitory effect of digested sludge on seed germination   111

37    Improvement of seed germination upon aging for 5 days of
      the digested sludge                                        112
                                xvi i

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                        TABLES (continued)
No.

38    Soybean germination in digested sludge supplemented
      with ammonium chloride                                     114

39    Percent total N evolved as NH^-N from a 1.5 m sludge
      column by varying the effective diffusivity coefficient,
      D, to demonstrate the affect of mixing on ammonia evo-
      lution                                                     138

40    Grams of NH3~N evolved per m^ as a function of sludge
      column depth                                               139

41    Percent total nitrogen evolved as NH^-N as a function of
      sludge column depth                                        140

42    Percent total nitrogen evolved from a 1.5 m column of
      sludge at different pH values                              141

43    Percent total nitrogen evolved from a 1.5 m column of
      sludge at two different initial nitrogen concentrations    142

44    Elimination of mineral matter from sludge solids using
      mineral acid solutions                                     151

45    Extraction of organic materials from sludge solids with
      alkaline solution                                          152

46    The titratable acidity and pKa in 0.1 N_ KC1 of some
      naturally occurring polyelectrolytes in soils and di-
      gested sewage sludge                                       154

                        +2
47    Distribution of Zn   species in the ion exchange equi-
      librium system in the presence of different humic acids
      and 0.1 N_ KC1, pH 6.5                                      162

                               +2
48    Stability constants of Zn  -humic acid complexes at
      pH 6.5 and y = 0.1 II KG 1 measured by ion exchange
      equilibrium                                                164

49    Digested sludge characteristics                            166

50    Survival of fecal coliforms in soil and sludge             201

51    Survival of swine enterovirus ECPO-1 in anaerobic sludge
      digesters                                                  204
                               xviii

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                        TABLES (continued)
No.                 '                                              Page

52    Number of fecal coliforms per ml of impounded liquid
      digested sludge                                             207

53    Bactericidal properties of digested sludge toward
      laboratory-grown Escherichia coli as determined by
      the membrane filter-high temperature method                 207

54    Comparison between the membrane filter-high temper-
      ature (MFC) and the MPN-EC medium techniques for
      counting fecal coliforms                                    207

55    Localization of bactericidal properties in digested
      sludge liquid phase                                         209

56    Toxicity of chelated copper toward Escherichia coli         211

57    Heavy metal concentrations in sludge from the Calumet
      sewage plant                                                214

58    Heavy metal and P content of corn stover as influenced
      by Pb, Cu, Cr, Zn, and Ni additions to soils                217

59    Germination of corn 10 days after planting as influenced
      by Pb, Cu, Cr, Zn, and Ni additions to soils                220

60    Yield of Zn, Fe, Mn, P, and Cu as influenced by Pb, Cu,
      Cr, Zn, and Ni                                              221

61    Elemental composition of salt-simulated sludge and salts
      used in its formulation and composition of sludge from
      Calumet Sewage Treatment Works                              230

62    Effect of digested sludge and salt-simulated sludge on
      conductivity of saturation paste extract of soil            232

63    Effect of digested sludge and salt-simulated sludge on
      Na content of saturation paste extract of soil              233

64    Effect of digested sludge and salt-simulated sludge on
      pH of soil in which soybeans were grown                     234

65    Effect of digested sludge and salt-simulated sludge on
      N content in soybean                                        235
                                xix

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                        TABLES (continued)
No.                                                               Page

66    Effect of digested sludge and salt-simulated sludge on
      P content in soybean                                        236

67    Effect of digested sludge and salt-simulated sludge on
      K content in soybean          •                              237

68    Effect of digested sludge and salt-simulated sludge on
      Ca content in soybean                                       238

69    Effect of digested sludge and salt-simulated sludge on
      Mg content in soybean                                       239

70    Effect of digested sludge and salt-simulated sludge on
      Fe content in soybean                                       240

71    Effect of digested sludge and salt-simulated sludge on
      Mn content in soybean                                       241

72    Effect of digested sludge and salt-simulated sludge on
      Zn content in soybean                                       242

73    Effect of digested sludge and salt-simulated sludge on
      Cu content in soybean                                       243

74    Effect of digested sludge and salt-simulated sludge on
      Na content in soybean                                       244

75    Effect of digested sludge and salt-simulated sludge on
      Ni content in soybean                                       245

76    Effect of digested sludge and salt-simulated sludge on
      Cd content in soybean                                       246

77    Effect of digested sludge and salt-simulated sludge on
      ash content in soybean                                      248

78    Effect of digested sludge and salt-simulated sludge on
      dry matter production in soybean                            249

79    Effect of digested sludge and salt-simulated sludge on
      leaf surface area of all leaves of the largest plant in
      each pot                                                    250

80    Effect of digested sludge and salt-simulated sludge on
      leaf surface of fourth top leaf of the tallest plant in
      each pot                                                    251

                               xx

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                        TABLES (continued)
No.                                                               Page

81    Effect of digested sludge and salt-simulated sludge
      on growth rate of soybean over two periods                  252

82    Effect of digested sludge and salt-simulated sludge
      on weed germination           '                              253

83    Germination of soybean seed in soil used for unleached
      experiment                                                  254

84    Table of F values for salt-simulated sludge and liquid
      digested sludge effects and their interactions on con-
      tents of various elements in the aerial portion of soy-
      bean and on dry matter production (yield), growth rate,
      leaf surface area, evaporation, number of weeds, and
      soil pH                                                     257

85    Effect of digested sludge and salt-simulated sludge
      on P in 0.1 N^ HC1 extracts of soils in which soybeans
      were grown                                                  260

86    Effect of digested sludge and salt-simulated sludge
      on K in 0.1 N_ HC1 extracts of soils in which soybeans
      were grown                                                  261

87    Effect of digested sludge and salt-simulated sludge
      on Ca in 0.1 IJ HC1 extracts of soils in which soybeans
      were grown                                                  262

88    Effect of digested sludge and salt-simulated sludge
      on Mg in 0.1 N_ HC1 extracts of soils in which soybeans
      were grown                                                  263

89    Effect of digested sludge and salt-simulated sludge
      on Fe in 0.1 jfl HC1 extracts of soils in which soybeans
      were grown                                                  264

90    Effect of digested sludge and salt-simulated sludge
      on Mn in 0.1 N_ HC1 extracts of soils in which soybeans
      were grown                                                  265

91    Effect of digested sludge and salt-simulated sludge
      on Zn in 0.1 N_ HC1 extracts of soils in which soybeans
      were grown                                                  266
                                xx i

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                        TABLES (continued)
No.
92    Effect of digested sludge and salt-simulated sludge on
      Cu in 0.1 N^ HC1 extracts of soils in which soybeans
      were grown                                                  267

93    Effect of digested sludge and'salt-simulated sludge on
      Na in 0.1 N^ HC1 extracts of soils in which soybeans
      were grown                                                  268

94    Effect of digested sludge and salt-simulated sludge on
      Ni in 0.1 N_ HC1 extracts of soils in which soybeans
      were grown                                                  269

95    Effect of digested sludge and salt-simulated sludge on
      Cd in 0.1 _N HC1 extracts of soils in which soybeans
      were grown                                                  270

96    Effect of digested sludge and salt-simulated sludge on
      Pb in 0.1 N^ HC1 extracts of soil in which soybeans
      were grown                                                  271

97    Simple linear correlation matrices tor several elements
      among analyses of tissues from two successive cuttings
      of soybean and 0.1 N HC1 extract of soil in which
      plants were grown                                           272

98    Effects of digested sludge and salt-simulated sludge on
      pH of soil in which soybeans were grown                     276

99    Effects of digested sludge and salt-simulated sludge on
      P contents in 0.1 .N HC1 extracts of soils in which
      soybeans were grown                                         277

100   Effects of digested sludge and salt-simulated sludge on
      K contents in 0.1 N^ HC1 extracts of soils in which soy-
      beans were grown                                            278

101   Effects of digested sludge and salt-simulated sludge on
      Ca contents in 0.1 N^ HC1 extracts of soils in which soy-
      beans were grown                                            279

102   Effects of digested sludge and salt-simulated sludge on
      llg contents in 0.1 1J HC1 extracts of soils in which soy-
      beans were grown                                            280
                               xxii

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                        TABLES (continued)
No.                                                               Page

103   Effects of digested sludge and salt-simulated sludge on
      Fe contents in 0.1 N^ HC1 extracts of soils in which soy-
      beans were grown                                            281

104   Effects of digested sludge and salt-simulated sludge on
      Mn contents in 0.1 IJ HC1 extracts of soils in which soy-
      beans were grown                                            282

105   Effects of digested sludge and salt-simulated sludge on
      Zn contents in 0.1 Ifl HC1 extracts of soils in which soy-
      beans were grown                                            283

106   Effects of digested sludge and salt-simulated sludge on
      Cu contents in 0.1 IJ HC1 extracts of soils in which soy-
      beans were grown                                            284

107   Effects of digested sludge and salt-simulated sludge on
      Na contents in 0.1 N_ HC1 extracts of soils in which soy-
      beans were grown                                            285

108   Effects of digested sludge and salt-simulated sludge on
      Ni contents in 0.1 N_ HC1 extracts of soils in which soy-
      beans were grown                               •             286

109   Effects of digested sludge and salt-simulated sludge on
      Cd contents in 0.1 N_ HCl extracts of soils in which soy-
      beans were grown                   '                         287

110   Effects of digested sludge and salt-simulated sludge on
      Pb contents in 0.1 N^ HCl extracts of soils in which soy-
      beans were grown                                            288

111   Effects of digested sludge and salt-simulated sludge on
      dry matter production (aerial plant parts)                  289

112   Effects of digested sludge and salt-simulated sludge on
      N contents in soybean tissues at three stages of growth     290

113   Effects of digested sludge and salt-simulated sludge on
      N content in soybean seed                                   291

114   Effects of digested sludge and salt-simulated sludge on
      P contents in soybean tissues at three growth stages        292
                                xxiii

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                        TABLES (continued)
No.
115   Effects of digested sludge and salt-simulated sludge on
      P content in soybean seed                                    293

116   Effects of digested sludge and salt-simulated sludge on
      K contents in soybean tissues at three stages                294

117   Effects of digested sludge and salt-simulated sludge on
      K content in soybean seed                                    295

118   Effects of digested sludge and salt-simulated sludge on
      Ca contents in soybean tissues at three growth stages        296

119   Effects of digested sludge and salt-simulated sludge on
      Ca content in soybean seed                                   297

120   Effects of digested sludge and salt-simulated sludge on
      Mg contents in soybean tissue at three growth stages         298

121   Effects of digested sludge and salt-simulated sludge on
      Mg content in soybean seed                                   299

122   Effects of digested sludge and salt-simulated sludge on
      Fe contents in soybean tissues at three growth stages        300

123   Effects of digested sludge and salt-simulated sludge on
      Fe content in soybean seed                                   301

124   Effects of digested sludge and salt-simulated sludge on
      Mn contents in soybean tissues at three growth stages        302

125   Effects of digested sludge and salt-simulated sludge on
      Mn content in soybean seed                                   303

126   Effects of digested sludge and salt-simulated sludge on
      Zn contents in soybean tissues at three growth stages        304

127   Effects of digested sludge and salt-simulated sludge on
      Zn content in soybean seed                                   305

128   Effects of digested sludge and salt-simulated sludge on
      Cu contents in soybean tissues at three growth stages        306

129   Effects of digested sludge and salt-simulated sludge on
      Cu content in soybean seed                                   307

130   Effects of digested sludge and salt-simulated sludge on
      Na contents in soybean tissues at three growth stages        308

                                xxiv

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                        TABLES (continued)
No.                                                                Page

131    Effects of digested sludge and salt-simulated sludge on
      Na contents in soybean seed                                  309

132    Effects of digested sludge and salt-simulated sludge on
      Ni contents in soybean tissues at ;three growth stages        310

133    Effects of digested sludge and salt-simulated sludge on
      Ni content in soybean seed                                   311

134    Effects of digested sludge and salt-simulated sludge on
      Cd contents in soybean tissues at three growth stages        312

135    Effects of digested sludge and salt-simulated sludge on
      Cd content in soybean seed                                   313

136    Effects of digested sludge and salt-simulated sludge on
      ash contents of soybean tissues at three growth stages       314

137    Effects of digested sludge and salt-simulated sludge on
      ash content of soybean seed                                  316

138    Table of F values for salt-simulated sludge and digested
      sludge effects and their interactions on contents of
      various elements in the aerial portion of soybean and
      on dry matter production (yield), bean weight, seed ger-
      mination, and oil content of the seed                        317

139    Effects of digested sludge and salt-simulated sludge on
      seed weight                                                  320

140    Effects of digested sludge and salt-simulated sludge on
      oil content of soybean seed                                  322

141    Simple linear correlation matrices for several elements
      among analyses of tissues from three successive cuttings
      of soybean, soybean seed, and 0.1 N! HC1 extract of soil
      in which plants were grown                                   328

142    Simple linear correlation matrices for several elements
      among analyses of tissues from three successive cuttings
      of soybean, soybean seed, and 0.1 N^ HC1 extract of soil
      in which plants were grown                                   329

143    Corn yield obtained with sludge treatments and sludge
      treatment levels                                             332
                               xxv

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                        TABLES (continued)
No.

144   Monthly rainfall during the growing season, as cm

145   Total plant macronutrients in kilograms per hectare
      applied as a constituent of sludge on corn plots re-
      ceiving maximum treatments during four years                333

146   Total plant essential micronutrients in kilograms per
      hectare applied as a constituent of sludge on corn
      plots receiving maximum treatments during four years        334

147   Minor elements (kilograms per hectare) applied as a
      constituent of sludge on crop plots receiving maximum
      treatments during four years                                334

148   Additional total trace elements (in kilograms per hec-
      tare) applied as a constituent of sludge on corn plots
      receiving maximum treatments during four years              335

149   Averages of soil test results from samples collected
      in April 1969, 1970 and 1971 from corn plots after the
      1st, 2nd and 3rd years of digested sludge applications      336

150   Total contents of chemical elements in the (0-to 15.2-cm
      depth) surface horizon soil samples collected from corn
      plots in April 1971 after a total of 65.4 cm or 167.8
      dry tons per hectare of digested sludge was applied on
      the maximum-treated plots                                   337

151   Contents of chemical elements extractable by 0.1 _N HC1
      in soil samples collected in April 1971 from corn plots
      at two depths after a total of 65.4 cm or 167.8 dry
      tons per hectare of digested sludge was applied on the
      maximum-treated plots                                       339

152   Percent of the total concentration of chemical elements
      extractable with 0.1 N HC1 from surface soil (0-to
      15.2-cm) samples collected in April 1971 from corn
      plots treated with digested sludge                          340

153   Total contents of chemical elements in corn tissues
      samples collected in 1970                                   341

154   Soybean yield responses to phosphorus, sludge and water
      applications                                                343
                                xxvi

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                        TABLES (continued)
No.                                                               Page

155   Total contents of chemical elements in the (0-to 15.2 cm
      depth) surface horizon soil samples collected from soy-
      bean plots in April 1971 after a total of 43.18 cm or
      121.9 dry tons per hectare of digested sludge was applied
      on the maximum treated plots                                344

156   Contents of chemical elements extractable with 0.1 JN HC1
      in soil samples collected in April 1971 from soybean
      plots at two depths after a total of 43.18 centimeters
      or 121.86 dry tons per hectare of digested sludge was
      applied on the maximum treated plots                        345

157   Total contents of chemical elements in soybean tissue
      samples collected in 1970                                   348

158   Total contents of chemical elements in soybean grain
      samples collected in 1970                                   349

159   Kenaf yields obtained with digested sludge treatments       351

160   Total nitrogen and selected metal contents of kenaf leaf
      tissues after the first growing season (1968) during
      which 17.8 cm of liquid digested sludge (equivalent to
      51.5 tons of solids per hectare) were applied on the
      maximum treated plots                                       352

161   Alfalfa yield obtained during the first cutting after
      establishment in 1970                                       353

162   Total contents of selected elements in the 0-to 15.2-cm
      depth and 30.5-to 45.7-cm depth of the alfalfa experiment   354

163   Extractable contents of elements in the 0-to 15.2-cm
      and 30.5-to 45.7-cm soil depth of the alfalfa experiment    355

164   Total contents of selected chemical elements in alfalfa
      whole plant samples collected in 1970                       357
                               xxvii

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                          ACKNOWLEDGMENTS
Special acknowledgments are due to the following  staff  for their
contribution to this research.

                      Department of Agronomy

            'Mrs.  Glee Blossey, Laboratory Technician
             Mr.  Francis P. Conerty, Laboratory Assistant
             Mr.  James B.  Cropper, Research Assistant
             Mr.  R.  Louis Judson, Associate Agronomist
             Mr.  Raymond J. Keigher, Technician
             Mrs.  Barbara Kraybill, Laboratory Technician
             Mr.  Zenon Lis, Research Assistant
             Mr.  Emil Marcusiu, Associate Agronomist
             Dr.  Waldemar Miodeszewski, Research  Associate
             Mr.  L.  Stanley Sheppard, Research Assistant
             Mr.  M.  Sobhan-Ardakani, Research Assistant
             Mr.  Jeffrey J. Tyler, Research Assistant
             Dr.  Louis F.  Welch, Professor of Soil Fertility
             Mr.  Eugene L. Ziegler, Assistant Agronomist

                   Department of Animal Science

             Mr.  Frank C.  Hinds, Associate Professor
             Mr.  Harold R. Isaacson, Research Assistant

                  Department of Civil Engineering

             Mr.  Richard G. Cosset, Research Assistant
             Mr.  Sze-Ern Kuo, Research Assistant
             Mr.  James Schwing, Research Assistant

                 Department Vet. Path, and Hygiene

             Dr.  Richard C. Meyer, Associate Professor
                                xxvn i

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                             SECTION I
                            CONCLUSIONS
The conclusions presented here are stated in general terms.   Practically
all of these have been previously presented in publications such as
monthly and annual progress reports, scientific journal articles, con-
ference proceedings, graduate student theses, etc.  No attempt was made
to compile conclusive statements from the reports for each individual
study.  Rather, it is left to the reader to inspect the summary pre-
sented for each study reported herein and to accept or reject the conclu-
sive statements arrived at by an individual principal investigator.

1.  A lysimeter facility consisting of 44 prisms of. soil having pro-
    visions for collection of runoff and drainage water was constructed.
    In addition to the automatic collection capability, design permits
    measuring the hydrograph and identifying individual water samples
    with the hydrograph and with real time.  Thus, water quality of
    discrete samples are associated with the characteristics of the
    hydrograph.

2.  Frequent digested sludge applications by spray irrigation caused
    a reduction in corn and soybean yields as compared to fertilization
    with inorganic fertilizers and well water.  The crops did not
    appear to be affected by sludge spray irrigations in any other
    way than a reduction in leaf size.  The reduction in the size of
    leaves, and thus leaf area, was probably caused by frequent coating
    with sludge and was associated with a reduction in photosynthetic
    rate as the absorption of light by the leaf was decreased by solid
    particles of sludge adhering to their surfaces.  It is doubtful
    that two or three applications of digested sludge by spray irriga-
    tion during a growing season would cause a significant decrease in
    crop yields.  In the research described here sludge was spray
    irrigated as often as possible, which sometimes was as often as
    two or three times per week.  Where digested sludge has been
    applied by ridge and furrow irrigation, crop yields have been com-
    parable or greater than those obtained with inorganic fertilizers
    applied at rates estimated to be adequate for maximum yields.

3.  Nitrogen contained in digested sludge is the first limiting factor

-------
    on rates of application for field crops.   Our data indicate that
    about five to eight centimeters oi" sludge applied on the surface
    immediately after withdrawal from the digester would satisfy the
    annual nitrogen needs of non-leguminous crops without producing
    excessive nitrate nitrogen in percolated water.   In the interest
    of higher loading rates to obtain the ameliorating effects of
    organic matter in the reclamation of surface-mined land, reduction
    of the nitrogen content of sludge would be desirable.  However,
    where maximum utilization of nitrogen is the objective, digested
    sludge should be injected or immediately incorporated into the
    soil to reduce the losses of nitrogen by ammonia evaporation.

A.  Digested sludge is an effective source of phosphorus for fertili-
    zation of crops.  The phosphorus contained in digested sludge is
    readily available for crop plant uptake,  as evident by the immediate
    and consistent increases in available phosphorus (as measured by
    Bray ?i test) in soils after sludge has been applied and incorporated,

5.  Relative to its nitrogen and phosphorus supplying capacity, digested
    sludge is not a good source of potassium for growing crops.  Thus
    where digested sludge is utilized as a nitrogen and phosphorus
    fertilizer on soils having a demonstrated need for supplemental
    potassium fertilizer, the practice of supplying potassium from
    inorganic fertilizer sources should be continued.

6.  Heavy metals are ubiquitous constituents of digested sludge and they
    occur to the greatest extent in the solid phase.  After application
    to soil, the heavy metals for the most part remain in the layer of
    incorporation or plow layer.  Thus, many agronomists are of the
    opinion that long time, continuous use or disposal of sludge on
    cropland will eventually lead to an accumulation of the more soluble
    or plant available trace elements in soils to a level where toxicity
    may occur to either the plants or to consumers in the subsequent
    food chain.  In much the same way that macronutrients are increased
    in plant tissues following sludge applications,  the absorption of
    all trace elements by plants are enhanced to some degree.  The trace
    elements which have been increased in plant tissues by sludge
    application to the greatest extent are Zn, Cd, and Fe.  However,
    phytotoxicity traceable to trace element or heavy metal toxic
    conditions has not been observed and neither have concentration
    levels of trace element in plant tissues reached proportions that
    constitute a health hazard to animals consuming all or any part of
    the plants fertilized with sludge.  Nevertheless, since Cd is one
    of the elements which shows the greatest relative increase in plant
    tissues with sludge applications and is one which is considered
    to be a source of adverse physiological and pathological effects in
    animals, its circulation in food chains will continue to be closely
    scrutinized during the continuation of studies.

7.  The rate of infiltration of digested-sludge liquid is low regardless

-------
     of whether the surface soil is of silt loam or sandy texture.
     Thus, on sloping land special precautions should be taken to
     control the distribution of sludge applied to the soil surface.
     After drying, digested sludge does not affect the infiltration
     of water into the soil surface.  Shallow ponding of sludge in
     the furrow for even a few days does no apparent harm to plants.
     Where adequate drainage exists or is induced, salt accumulation
     in humid region soils is not expected to be a problem but may
     limit application rates in arid and semiarid regions.

 8.  Sludge organic residue decreases the bulk density of the soil.
     Grease contained in sludge has not proven to be a problem and
     is rapdily decomposed after application on or in soils.  Organic
     carbon has accumulated in amended soils, but has presented no
     observable problem.   On the contrary, applications of digested
     sludge has apparently improved the tilth in soils having naturally
     low organic matter contents.

 9.  Seed germination is inhibited if freshly digested sludge is
     incorporated in soil and the seed planted immediately.  But if
     seeding is delayed for two to three days after an application of
     digested sludge, no inhibition is observed.

10.  Properly digested sludge will produce no offensive odors or fly
     breeding problems after application to soil.

11.  Applications of more than five to eight centimeters of freshly
     digested sludge per year to soil markedly increases the nitrate
     nitrogen content of leachate waters.
                                             \
                                              \
12.  Nitrate nitrogen losses in leachate waters are positively correlated
     with sludge rates and discharge intensity of the leachate.

13.  Ammonium nitrogen and phosphorus losses through leaching are not
     statistically related to sludge application rates or water discharge
     intensity.

14.  Ammonium nitrogen losses in runoff water are negatively correlated
     with runoff intensity and sludge accumulation.

15.  Phosphorus losses in runoff waters are positively correlated with
     sludge accumulations.

16.  It is easy to advance arguments either to minimize or maximize the
     dangers of sludge irrigation of soils in respect to public health
     considerations.  Known cases of digested sludge application over
     agricultural fields have been recorded for many years in several
     countries.  Thousands of individuals in these waste treatment
     plants and sludge spreading fields have handled the material with-
     out succumbing to disease as a result of such operations.  On the

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     other hand,  tne very iact that digested sludge harbors a
     population of fecal coliforms renders it suspect as a potential
     vector of bacterial pathogens.  Our studies have shown that  the
     pludge fecal coliforin population decreases markedly following
     application to the noli, or upon aging after removal from  the
     digester.  Lagooning of digested sludge prior to application
     would servi. Che purpose of reducing the fecal coliforin and,
     presumably,  tha pathogenic bacterial population.  Pathogenic
     organisms will rapidly die away after application on the  soil
     surface.   They will move from the point of application for the
     most part only in an absorbed phase on eroded sediments.   There-
     fore, the establishment of recommended erosion control, structured
     and practices on the land utilisation site provides an additional
     public, health protect ion factor.

17-   Porcine enterovirus did not survive beyond the fourth day in
     a heated  anaerobic digester.   This suggests viral agents  probably
     do not survive the 14-day anaerobic digestion cycle used  in sewage
     sludge treatment.  Further die away of viral agents would occur
     during the lagooning period and at the point of application on
     soil surfaces.

18,   Storage of digested sludge in deep lagoons for the 2 to 3 mouth
     period, recommended as a safety factor to permit die away of path"
     ogenic organisms, will not result in a significant change in the
     total nitrogen content of the material.  Because over one-third
     of the total nitrogen contained in digested sludge is lost by
     ammonia evaporation following application on land surfaces,  informa-
     tion regarding similar nitrogen losses during open storage of
     digested  sludge was required for estimating nitrogen loading rates
     on land.   It was determined that the surface area to sludge volume
     ratio is the most important factor controlling ammonia nitrogen
     volatilization.  Thus, the removal of ammonium nitrogen as a
     constituent of the decanted effluent during lagooning operations
     is the major reason why lagooned sludges often contain lower total
     nitrogen contents as compared to sludges drawn directly from
     anaerobic digesters.

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                           SECTION II
                        RECOMMENDATIONS
Based on the results of the several studies reported herein, recommend-
ations are presented from the standpoint of utilizing the information
for (1) implementing spreading operations of digested sludge on land
(2) the need for further research relevant to environmental changes,
including effects on plant composition, with long-term continuous use
of digested sludge as a fertilizer or soil amendment.

Implementing Land Spreading Operationn

The use of digested sludge as a source of nutrients for growing crops
and as a soil amendment for reclaiming severely disturbed land is the
most environmentally safe and economically sound solution to a grow-
ing solids waste handling problem.  All other methods of sludge dis-
posal pose a direct or potential air and/or water pollution hazard
which may go undetected and when detected would be difficult to abate.
When sludges from municipal wastewater treatment plants are burned,
buried in land fills or dumped into oceans, control over the dispersion
of chemical constituents into the environment is relinquished to a very
marked degree.  On the other hand, when digested sludge is used as a
fertilizer and soil amendment on properly selected and prepared sites,
environmental changes are observable in the nature of response of the
vegetation, runoff and drainage water quality determinations, and the
results from soil sample analyses.  The cost and effort required for
monitoring a digested 'sludge utilization, or land spreading operation
to insure that adverse environmented impacts do not go undetected is
rather small in comparisqn with the total benefits derived.  If the
environment is adversely Altered, various practical soil, water and crop
management practices can be applied to promptly remedy or abate the
situation.  Control over potential pollutants is retained where emphasis
is on sludge utilization rather than its disposal.

Digested sludge can be utilized as a supplemental N fertilizer.  How-
ever,  when digested sludge is utilized to furnish all of the supplemental
N needed to provide optimum fertility for nonleguminous crop plants, a
large part of the P that would be concomitantly applied is wasted.

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Inorganic P fertilizer materials are already in short supply.   Regard-
less of whether or not the dire predictions for a chronic shortage of
P fertilize?:, as based on known reserves of high grade ore,  proven
to be correct, certainly P fertilizers will become increasingly mora
expensive as regulations to reduce environmental degradation effects
associated with mining are enforced.  Therefore, it will be  in the
interest of society as a whole if digested sludge is utilized at
rates just sufficient to satisfy P fertilizer needs.  If digested
sludge is applied at rates just adequate to satisfy either supplemen-
tal N or P requirements of crop plants, the findings presented in this
report do not provide grounds for objecting to its use.

On the contrary, when digested sludge is spread on lands at  rates
which supply N in quantities that greatly exceed the capacity of the
vegetation to utilize it, precautionary measures are required to
protect water supplies against the introduction of objectionable con-
centration levels of N03~N.  In some land reclamation schemes it may
be desirable to utilize sludge for its unusual buffering capacity and
high organic matter content to ameliorate existing chemical  and/or
physical characteristics of soil or geological material that inhibit
vegetative growth.  Where digested sludge is used as a soil  amendment
to obtain these rapid ameliorating changes, annual loading rates will
generally be considerably greater than those required just to satisfy
requirements for N and P fertility.  It is at the high loading rates
required to improve the productivity of lands, as contrasted to fertility
enhancement or maintenance rates, that many questions arise  regarding
the advisability of utilizing digested sludge.

Many questions center on the quality of waters from land areas amended
with sludge.  With regard to runoff water it is neither feasible nor
desirable to hold all the water on the application area.  It is however
an essential requirement that soil erosion control structures and
practices be established to insure that sediment yields from the area
are maintained within_tolerable limits.  In this way acceptable runoff
water quality is assured simply by keeping soil losses due to erosion
within acceptable limits.  With regard to drainage water it  has already
been mentioned that the foremost concern with high sludge application
rates is the incrcose in concentration levels of N03~N to be expected,
Where large annual applications of digested sludge are applied in land
reclamation projects., stratagems should be instituted to limit N03~N
content in drainage water.  Stratagems may range from reducing the N
content of the sludge to recovering drainage water for recycling or
removal of the N by denitrification processes.  The simplest and most
economical method of reducing the amount of NO-j-N in drainage water is
by adopting surface application methods, thereby allowing sludge to dry
before it is incorporated into soil or geological material.   Thus N
losses are maximized by way of NHj evaporation.  Systems for injecting

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or incorporating wet sludges in soil materials should be avoided or
some fail-safe N management scheme instituted where the main objec-
tive is to apply large amounts of sludge to rejuvenate soil or to
reclaim severely disturbed lands.

Some of the most vocal resistance to land spreading of digested
sludges arises with regard to its trace element content, because
of the potential threat to human health that may be posed by its
utilization.  From the results of the several studies reported here,
it appears that if digested sludge is used at rates just sufficient
to provide supplemental N and P fertility the likelihood of increas-
ing concentrations of one or more trace elements to levels in food-
stuffs that could cause untoward effects in can or livestock is a
fairly remote possibility.  When digested sludge is used as a soil
amendment and applied at rates which greatly exceed that needed to
optimize soil fertility, the possibility does exist that trace
elements may be absorbed and transported into plant tissues in amounts
which may be harmful to animals.  Thus, where large annual applications
of digested sludges are applied on land, concentration levels of Zn,
Cu, Cd, and Ni in plant tissues should be monitored.  These, especially
Cu, Cd and Ni, are the trace elements which are harmful in animal feed
stuffs at low concentration levels and/or accumulated at relatively
high concentrations in the tissues of plants fertilized with sludge.
The concentration levels of one or more of these four elements in
plant tissues will signal the need for remedial action.  However,
critical concentration levels in plant tissue for any of the four
inetals has not yet been established and only scant attention has been
given to interactions among these and other elements.

Research Needs

Further research should be directed toward assessing environmental
changes resulting from digested sludge application rates comparable to
those anticipated for use in land reclamation projects.  Special
emphasis should be placed on N management practices and toward determin-
ing the fate of trace elements where digested sludge is applied at rates
required to rapidly amend soils and geological materials for increased
crop production.  The use of digested sludge to correct naturally
occurring phytotoxic conditions in severely disturbed lands and to
reduce the leaching of water polluting substances from mined and indus-
trial waste disposal areas should receive further study.

The coarse of changes in the organic fraction of sludge deserves study
as does the nature of secular change in availability of the macroelements
and microelements of physiological importance.

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                            SECTION III

                           INTRODUCTION



Factors Contributing to Sludge Handling Problems

Sludge quantities increasing - The disposal of wastewater treatment
plant residues is the most difficult and increasingly costly problem
confronting major sanitary district staffs.  For cities of over 50,000
population the average per capita suspended solids load at wastewater
treatment plants was reported by Loehr (92) to be 0.114 kg per day on
a dry-weight basis„  Plants receiving large quantities of industrial
waste may have average per capita loadings approaching twice the aver-
age value.  For example, the Metropolitan Sanitary District of Greater
Chicago has an average per capita loading of about 0.182 kg per day.
It is expected that the average per capita loadings will increase be-
cause the installation of garbage grinders in homes will augment sus-
pended solids by an average of 60 percent, (Am. Soc. of Civil Eng.
Manual, 1959).  In these regards it is pertinent to note that at the
time Loehr (92) collected his data, only about 12 percent of the homes
were equipped with garbage grinders.

At present the activated sludge treatment process is most frequently
used for secondary treatment of wastewater.  From the standpoint of
suspended solids removal, the process when preceded and followed by
sedimentation, is about 85 to 90 percent efficient.  Eventually, as
wastewater treatment facilities are upgraded to include tertiary treat-
ment processes, the efficiency for suspended solids removal should be
at least 98 percent.  Therefore, it is likely that in the near future
somewhere between 95 to 98 percent of the per capita loading reaching
the wastewater treatment plant will be retained as fresh sludges.

Along with the increase in quantities of wastewater given tertiary
treatment for improved removal of solids, higher priorities are also
likely to be given to reducing phytoplankton nutrients to lower concen-
trations in effluent.  The removal of nutrients will require the addi-
tion of chemicals such as the dosing of effluent with lime or alum to
precipitate soluble phosphates.  Added chemicals which cannot be econ-
omically regenerated for recycling will add materially to the solids
handling problems.  Assuming an average wastewater flow of 511 liters
per capita per day (92), a chemical dosage of only 50 ppm will increase
the per capita per day suspended solids in fresh sludge by 0.023 kg.

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Considering the trpra coward greater usage of garbage grinders, tertiary
treatment processes, and cheuicals for reducing nutrient concentrations
in effluent, an average value of 0.159 kg per capita per day of solids
as fresh sludge would appear co be a conservative estimate of production,
at least for the larger advanced wastewater treatment plants.  FOJ.' each
million population seived by sewers, about 153 metric tons of fresh solids
will be removed from about 511 million liters of wastewater requiring
treatment each day.  Therefore, municipal sludge handling problems will
increase, even if our sewered population should remain static.

Kinds of sludges generated - The solids separated from wastewater during
sewage treatment are a complex array of organic and inorganic residues.
Upon reaching fhc Vr,.3lc=waf:er treatment plant, about 60 percent of the
suspended-solids load is removed by sedimentation.  The solids portion
removed by this sedimentation'is called primary sludge.  The solids not
removed by the primary treatment sedimentation process are transferred
to another tank as a constituent of the effluent where they are mixed
with large quantities of aerobic microorganisms and large volumes of air.
The microorganisms use the 0 in the air to convert part of the organic
waste into carbon dioxide and water to obtain energy, while converting
another large portion of the waste into new cells.  Waste converted into
new microbial cells and collected by sedimentation after removal from
the aeration tank is called activated sludge.  To maintain a microbe
population in the growth phase a portion of the activated sludge is re-
cycled to the aeration tank, but for the most part it is wasted and thus
often referred to as waste-activated sludge.  The primary sludge and the
waste-activated sludge generated during secondary treatment when taken
together, maice tip the fresh sludge discussed above.

In the United States many attempts to spread primary or raw sewage
sludge on land have ended in failure.  Waste-activated sludge has been
successfully used as a fertilizer material only after heat drying and
then at only light applications which could be thoroughly incorporated
with soil.  Such biologically unstable materials as primary and waste-
activated sludge cannot be spread on land or lagooned because of odor
and fly problems.  In'the older literature, waste-activated sludge is
sometimes referred Lo as aerobically digested sludge.  Waste-activated
sludge is highly unstable with regard Lo further biological degradation
and should not be refarreo tc as a digested sludge.  To stabilize waste-
activated sludge sufficiently for land surface application by an aerobic
process would require a detention time of about 20 days (72).  Studies
at the University of Wisconsin have demonstrated the adaptability of an
aerobic digestion process to the stabilization of mixtures of raw and
waste activated sludge (114).  Aerobic digestion of primary sludge has
been evaluated by Viraraghanan (161) for average climatic conditions in
the vicinity of Madras, India.

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In the older literature, discussions -regarding sludges from Imhoff tanks
are often confused vith those concerned with sludges from heated anaero-
bic digesters; both simply referred to as anaerobic digested sludge by
some authors.  While some degree of anaerobic sludge stabilization is
accomplished in Imhoff tanks, it may or may not be comparable to that
accomplished in a heated anaerobic digester where environmental condi-
tions are maintained near optimum for rapid biclogical degradation of
organic sludge constituents.  Lohmeyer (93) reviewed the literature per-
taining to heated anaerobic digestion and presented recommendations for
managing digesters to obtain the best overall results with the least
difficulty.  In a later literature review, Pohland (120) discussed ana-
erobic decomposition in terms of two phases.  The first he designated as
liquefaction and hydrolysis, the second, fermentation and gasification.
A rather heterogeneous group of bacteria convert the proteins, carbohy-
drates, and lipids contained in the waste largely to fatty acids, carbon
dioxide and ammonia nitrogen during the first stage.  During the second
stage strict obligate anaerobic bacteria convert the fatty acids pro-
duced during the first stage to methane and carbon dioxide.  Toerien and
Hattingh (153) reviewed the literature toward presenting the current
state of knowledge about the microbiology and biochemistry of the ana-
erobic digestion process and to identify areas needing further research.
They state that it seems probable that fungi and protozoa do not play
significant roles in the degradation of organic matter during anaerobic
digestion.  Andrews (6) presented a dynamic model for the anaerobic di-
gestion process, which has usefulness in predicting the results of changes
made in the operation of digesters.

The above reports regarding aerobic and anaerobic digestion processes for
raw (primary) and waste-activated sludges are sufficient to emphasize the
attention that has been given to organic waste stabilization.  Some of
the reasons given for stabilization of sludges are that it promotes rapid
dewatering, reduces the initial bulk of solids for more economical hand-
ling, destroys pathogenic organisms for health protection, and noxious
odors are eliminated.  Another most important reason for stabilization
is the elimination of housefly infestations of stored waste.  Apparently
the housefly will readily breed in raw, waste activated or partially di-
gested sludge, but; not in a well digested sludge (57) (162) (170) .

To overcome some of the objectionable characteristics of primary and
waste activated sludge, the use of- heated anaerobic digesters has proven
to be both satisfactory and economical (98),  Heated anaerobic digestion
of sewage solids is used to accomplish two primary objectives.  First,
about 50 to 70 percent of the organic fraction of sludge solids is bio-
logically converted to methane and carbon dioxide, reducing the amount of
total solids that must be handled by about 40 percent.  After digestion,
the organic fraction of the remaining solids is sufficiently stabilized
against further bjolo^ica! degradation so the material can be lagooned,
dewatered on open drying beds, or  ippiied on the surface of soils without
causing noxious odors or providing a r.ubstratP for fly breeding.  By
anaerobic, digestion the projected tludge handling problem may be reduced
from 153 to 96 metric tons per day per million population.

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Cost of sludge disposal - Cost for the incineration of sludge (includes
wet-air oxidation, multiple-hearth, and fluidized-bed) ranges from 30
to 42 dollars per dry ton as reported by Burd (26) and from 50 to 57
dollars as reported by Bacon and Dalton (8).  Because these estimates
were made from data collected several years ago they are probably con-
servative.  If the greater cost for minimizing air pollution and in-
creased cost resulting from inflation are considered, the cost for in-
cineration of sludge solids today is probably greater than 60 dollars
per dry ton.  Furthermore, incineration does not provide for a perman-
ent solution to the solids handling problem.  The ash accumulating from
the oxidation of fresh sludges amounts to 30 to 35 percent of the ori-
ginal dry weight and presents some ot the same disposal problems as
those encountered with the original material.

Waste-activated sludge has sometimes been heat dried and sold as a low-
grade organic fertilizer.  Dry, waste-activated sludge contains about 4
to 6 percent N, 3 to 7 percent P205 equivalent and 0.25 to 0.6 percent
K.20 equivalent.  Thus, from the standpoint of a fertilizer, the incon-
venience and cost of supplying sufficient quantities of dried sludge to
satisfy the nutrient requirement of most crops is too great to expect an
increase in its marketability.  Even before it was necessary to consider
the installation of equipment to reduce air pollution Bacon and Dalton (8)
reported that the net cost for disposing of 228 to 273 metric tons of
sludge as a fertilizer material was 45 dollars per dry ton.

Burd (26) reported a cost of 50 dollars per dry ton for drying and apply-
ing sludge on land and 25 dollars per dry ton for the application of de-
watered sludge on land.  He also concluded that the cost for disposal of
dewatered sludge in land fills was about 25 dollars per dry ton.  Cost
estimates for permanent lagooning of digested sludge range from 12 (26)
to 49 (8) dollars per dry ton.  A number of variables determine the actual
cost of land disposal schemes, but the major variables are the initial
cost of land and distances sludge must be transported from the wastewater
treatment facility to the disposal site.  Whether sludges are applied on
or near the soil surface, dumped in landfills or held in lagoons, all are
aesthetically unacceptable because, if for no other reason, the land is
condemned to a singularly low degree of usage.

In the last few years a great deal of attention has been given to the old
idea of utilizing digested sludges as a source of nutrients to grow crops
and as a soil amendment to ameliorate physical conditions in severely
disturbed lands that are inimical to the establishment and growth of
plants.  It is not envisioned that disposal by utilization can be carried
out without cost to the sanitary district.  On the other hand, contrary
to strict land disposal schemes, it is envisioned that the solids will be
utilized in such a manner that land usage is either not changed or in the
case of land reclamation the number of alternative land uses is increased.
In 1968, members of Harza Engineering Company estimated the cost for
pumping digested sludge containing 3 to 5 percent solids a distance of
about 80 km and distribution it on land in amounts just sufficient to
supply the nitrogen needs of nonleguminous plants.  On the bases of a 6

                                 11

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perqenf. interest rate and amortization of all construction costs over
50 years, and including maintenance and operation of the sludge dis-
tribution equipment, they estimated the cost for sludge disposal by
agricultural utilization to be 22.30 dollars per dry ton.  Wir,ts (169)
estimated the coat for pumping digested sludge to be 15 to 22 cents
per metric ton km.  He pointed out that cost depends on tonnage pumped
and suggested that a connected population of 2 million people is an
economical starting point for considering pumping distances of 80 to
160 km.  At the present time, sludge is being transported from the
Metropolitan Sanitary District of Chicago wastewater treatment plants
to an agricultural utilization site 160 miles downstate by a unit train.
The unit train contains 30 tank cars, each having a 76,000 liters ca-
pacity.  By another contract, sludge is being barged 290 km from Chicago
to a land reclamation site.  While transportation costs vary with the
solids content of the digested sludge they have generally ranged from
30 to 35 dollars per dry ton during these short-period (3-year) rail-
and barge-haul contracts.  With a continuous or sustained operation,
transportation cost by rail and barge could be considerably reduced.
On a sustained operational basis it does not appear unreasonable to con-
sider transportation distances of 320 km from large municipal waste
treatment facilities when contrasted to cost for alternative methods of
sludge disposal.

Land requirements - If all municipal waste waters generated in the con-
tinental United States were given secondary treatment: and the resulting
solids stabilized for utilization as a fertilizer and soil amendment,
about 9.1 to 10.9 metric tons of solids would be available each year.
The utilization of the solids in amounts just sufficient to meet the
needs of nonleguminous crops for supplemental N would require an annual
application of about 22,5 to 33.7 t/ha.  Thus, not more than 0.4 million
hectares of land would be required at any one time to utilize the total
continental United States production of sludge solids.  Only enough sludge
solids would be available to treat slightly more than 0.2 percent of the
188 million hectares of cropland or slightly less than 0.06 percent of
the total 771 million hectares contained in the continental United States.
However, because of its potential as a source of sorely needed stable
organic matter, municipal sludge exhibits its greatest value as a re-
source when used as an amendment for the reclamation of surface-mined
lands.  Since over 0.2 million hectares of land strip-mined for coal
prior to 1964 already exist in various states of devastation, while
another 0.2 million hectares have been or will be stripped during the
20-year period from 1964 to 1984, there is no scarcity of land which
needs the nutrients and organic matter supplied in sludge.  About 30 per-
cent of the country's population is within economical sludge pumping dis-
tances to land that has been strip-mined for coal in Illinois, Indiana,
Kentucky, Ohio, West Virginia, and Pennsylvania.
                                  12

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Those who express concern about the contamination of soils with consti-
tuents of municipal sludges probably are not aware of the relatively
small amount of land needed.  Confusion often exists between land re-
quirements for sewage effluent disposal or renovation and that needed
for solids utilization.

Criteria for selection of sludge utilization sites - In utilizing diges-
ted sludge as a soil amendment and fertilizer, the following criteria
for site selection are recommended,  (a)  The site should be located
where utilization of the sludge offers maximum benefits to the local
agricultural economy, consistent with reasonable costs to the particular
sanitary district.  The local populace must be able to weigh the benefits
to be realized from the sludge utilization program against the assumed or
real stigma attached to an area that becomes the receptor of waste from
a large municipality.  People living in areas devastated by surface min-
ing activities readily recognize the benefits to be realized by utiliza-
tion of digested sludge to reclaim land,  (b)  To ensure that sludge ap-
plications are made under uniformly controlled conditions, the land must
be susceptible to purchase or long-term lease by the sanitary district.
(c)  To minimize sludge distribution cost, all lands in the site should
be contiguous, at least to the extent that the disturbance to existing
residents is minimali  Surface-mined lands offer the best possibilities
for obtaining large, contiguous acreage.  There is little or no distur-
bance of existing residents, because this occurred during the stripping
process.  It is envisioned that much of the land will be repopulated
with farm operators as the land is reclaimed to a high state of produc-
tivity,  (d)  Soil depths should not be less than 1.83 meters to permeable
bedrock.  Water tables should be capable of being maintained to average
depths of at least 1.83 meters from the soil surface.  Such minimum soil
depths, with good management practices, will provide protection from
ground, water pollution.  (e)  Land slopes should not be so steep as to
prohibit the establishment of water management and erosion-control struc-
tures at a reasonable cost.  Slopes up to 18 percent may be acceptable
where "push-up" terraces with permanently vegetated or sodded back slopes
can be established.  Unconsolidated geological materials must be suffi-
ciently deep to bedrock in the borrow area so that after terrace construc-
tion a minimum 1.83-meter depth to bedrock is maintained.

Environmental Benefits and Public Health Protection

Chemical and physical - In Table 1 some average concentration values are
presented for several chemical elements found in digested sludge from
the Calumet and Stickney wastewater treatment plants of the Metropolitan
Sanitary District of Greater Chicago.  Sludges from both of these treat-
ment plants have been used in the research conducted (since 1967) by
members of the Agronomy Department, University of Illinois.
                                  13

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Table 1.  Composition of anaerobically digested sewage sluJges from
          MSB of Chicago, Calumet and Stickney treatment plants.
          Samples obtained during 1971 (Calumet late in year).
Element
                                     Means (Wet Weight)
Calumet
Stickney
Cd ppm
Mn "
Ni "
Zn "
Cu "
Cr "
Fe "
Pb "
Hg "
Na "
P "
Ca "
Mg "
K "
N %
% Solid
% Volatile
3.0
8.0
3.0
83.0
16.0
26.0
726.0
16.0
0.063
98.0
757.0
963.0
180.0
195.0
0.09
2.05
58.0
14.0
18.0
15.0
223.0
67.0
194.0
2100.0
75.0
0.275
131.0
1141.0
1289.0
484.0
390.0
0.156
4.36
48.0
Anaerobically digested sludge, as it comes from digesters, contains 3
to 5 percent solids as finely divided and dispersed particles.  It looks
like crude oil and has an odor which many people describe as earthy or
tarry.  It can be easily transferred by pipes using ordinary pumping
techniques and equipment.  When applied to cropland at the rate of
5 cm/ha, it will supply all of the major essential nutrients, including:
224 to 392 kg/ha of Ntty-N; about the same amount of organic N, some of
which will be slowly released in a form available to crops; 280 to 504
kg of P, of which about 80 percent is in organic matter; and 45 to 90
kg of K.  Sulfur will also be supplied in amounts adequate for crops.
The amounts of Ca and Mg supplied will exceed the average annual losses
of these elements by leaching in humid regions.

High application rates of digested sludge on cropland can cause obvious
N03 problems.  To determine maximum sludge-loading rates on soils, total
and soluble nitrogen contents must be known.  The soluble N in anaero-
bically digested sludge is in the NH^-N form, but under proper soil
aerobic and temperature conditions it is rapidly converted to mobile
                                14

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Thus, the loading rate of sludge on cropland is limited by the amount
of soluble N plus an annual mineralization of the organic N supplied
by sludge applications.  If loading rates are based on the amount of
N furnished to meet crop needs and losses by volatilization, soluble
P applications will also be at low enough levels that P will not pre-
sent a eutrophication threat to water supplies.  When sludge-loading
rates are based on safe N application rates, the capacity of most soils
other than sands to inactivate P by adsorption and conversion to spar-
ingly soluble precipitates or compounds is great enough to maintain P
levels in drainage water to less than one ppra.

When the main objactive is land reclamation, sludge-loading rates may  •
be considerably greater because disturbed lands generally have small
or nonexistent organic N reservoirs.  The amelioratory effect of or-        .
ganic- matter on the physical properties of soil materials may make it
desirable to increase sludge-loading rates on marginal or severely dis-
turbed lands above those recommended for productive agricultural lands.
However, as the highly stabilized sludge organic matter accumulates in
soils with succeeding applications, the slow mineralization of organic
N must be taken into account to prevent losses of N03-N to water sup-
plies, within or adjacent to the treated areas.

Many toxic and nontoxic organic waste materials occurring as constituents
of sludge arise as discharges from industrial processes, such as the
chemical production of textiles, plastics, Pharmaceuticals, detergents,
and pesticides.  After a period of microbial acclimation, some organic
toxic substances, such as phenols and formaldehyde, can be almost com-
pletely removed from wastewater by biological treatment, even though
at sufficiently high concentrations they are bactericidal (74).  Others,
which are nonbiodegradable under aerobic conditions, may be removed from
effluent with or by absorption on sludge sediments and later biologically
degraded during anaerobic digestion of the solids.  Of all the organic
materials, polychlorinated biphenyls (PCB's) have been of greatest con-
cern to those involved with municipal waste utilization.  Many sludges
contain 1 to 4 ppm or more and, like other chlorinated hydrocarbons,
PCB's are only very slowly degraded by microorganisms.  Where we have
applied 105 metric tons of digested sludge a small increased concentra-
tion of PCB's was found in the soil, but they were not taken-up in de-
tectable concentrations in soybean and corn plant tissues.  Since bacteria
are the first group of soil microorganisms to be decreased by abnormally
high concentrations of chlorinated hydrocarbons, we have made total counts
from soil samples collected from plots which have been treated with up
to 124 metric tons of sludge over a period of 4 years.  Total bacteria
populations were found to be higher in soils treated with sludge.  The
positive correlation between total bacteria and amounts of applied sludge
was highly significant.  It appears that sludge applications have modi-
fied the soil environment in a manner that favors the maintenance of a
highly active population of bacteria resulting in a greater rate of pes-
ticide degradation than might be expected in soils not treated with
sludge.


                                  15                               ;

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Heated anaerobically Digested sludge is outstanding in its ability tc
increase the humus content of soils.  For example, in 1941 a study was
initiated at the Rothamsted Experiment Station in England to compare
the effects of four types of organic manures with inorganic N ferti-
lizers on market-garden crops (100).  The organic manures were farmyard
manure, digested sewage sludge, a compost of straw and sewage sludge.
Each of the organic manures was applied at the rate of 33.8 to 67.5 t/ha
per year.  After nine years, N in the top 22.9 cm of soil was 0.088
percent where inorganic N, the familiar fertilizer source, had been
applied as compared to a value of 0.089 for control plots.  At appli-
cation rates of 33.8 to 67.5 t/ha per year of digested sludge, the N
content in the soil surface was 0.176 percent and 0.247 percent, re-
spectively.  These data indicate that the amounts of N in the sewage-
sludge plots increased about three times as mucn as in the corresponding
plots* treated with farmyard manure and compost made from straw and farm-
yard manure.  The surface soil in sewage-sludge treated plots contained
about 50 percent more N than plots treated with equivalent amounts of
compost made from straw and sewage sludge.  Following the first nine
years, treatments between 1951 and 1960 with digested sewage sludge pro-
duced only a slight increase in soil N percentages.  However, N contents
remained at a considerably higher level in sewage-sludge-treated plots
than were obtained with either farmyard manure or compost.

In 1960, Jansson (75) investigated some specific properties of the humus
fraction of fresh cow dung, well-rotted farmyard manure, and digested
sewage sludge.  He found that the size of the lignin-like complex in
farmyard manure and digested sludge was somewhere between that from
fresh plant residues and that developed from soil humus, but fresh cow
dung was similar to fresh plant residues.  Jansson stated that "the
oxidation rate of the farmyard manure and the sludge is similar to that
of the humus of an acid podzol" (acid forest soil).

More recently we have found that 306 t/ha of anaerobically digested
sludge incrementally applied during four years on Blount silt loam soil
increased its organic carbon content from 1.2 to 2.4 percent in the sur-
face 15.2 cm.         i

Lunt  (96) reported that digested sludge had a very favorable effect on
several soil properties.  He reported a moderate increase of 3 to 23
percent in moisture holding capacity, non-capillary porosity, and cation
exchange capacity following the incorporation of digested sludge into
soils.  Furthermore, he found an increase in soil aggregation ranging
from 25 to 600 percent x/nich could be attributed to digested-sludge ad-
ditions.

The results of the studies described above indicate that a sizable pro-
portion of the organic matefial produced in a 15-day anaerobic digestion
process has properties very close to that of natural soil organic matter
or humus.  Digested sludge is one of the few materials that can be used
to effect a rapid increase in the humus content of soil.  It is the only
substance with these properties that is available in quantity.

                                    16

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To reestablish soil organic matter contents in severely disturbed or
eroded lands to levels equivalent to those characteristic of produc-
tive soils will take many years under normal cultural practices.  For
example, in nature the time necessary to build up soil organic matter
profiles to a point of equilibrium with their environment has been
estimated to be not less than 200 nor more than 1,000 years from studies
conducted on soil profiles in Columbia and California (78).  Considering
the importance of soil organic matter as a storehouse of slowly avail-
able plant nutrients, a source of cation exchange capacity, and a pro-
moter of stable soil structure, two centuries is too long to wait for
natural processes to build up the soil organic matter levels in unpro-
ductive lands while we seek ways to dispose of a material which can be
used to effect a beneficial, immediate change.

Some waste treatment plant sludges contain higher concentrations of
Cr, Zn, Cu, Pb, Ni, Hg, and Cd than are found in typical agricultural
soils.  Berrow and Webber (17) reported the results from analyses of 42
sewage sludges collected from rural and industrialized city wastewater
treatment plants in England and Wales.  On a dry matter basis they
found the sludges contained consistently greater concentrations of Ag,
Bi, Cu, Pb, Sn, and Zn than are present in typical agricultural soils.
In a small number of sludges, B, Co, Mo, Cr, and Ni were present in
sludges at greater concentrations than found in typical soils.  They
correctly point out that the amount of trace elements present in solu-
ble or available form is more important in relation to uptake by plants
than is the total content.  Thus, they assessed the solubility of sev-
eral trace elements by extracting with 2.5 percent acetic acid.  In
Table 2 their extractability data and some of ours are presented by
decreasing solubilities of several elements in soils.  These data and
others from our field studies confirm our earlier opinions that we
must be mainly concerned with first six elements presented in Table 2
when municipal waste are utilized as a fertilizer.

On the basis of total and extractable concentrations of trace elements
in sludges, Berrow and Webber speculate that where sludges are used
over a period of several years to fertilize crops some of the accumula-
ting trace elements may give rise to toxicity problems in plants.  From
the results of chemical analyses of samples collected from soils con-
taminated with trace elements by air pollution and the use of municipal
compost and sludges, Purve,s (123) speculates that a "general enhancement
of the level of potentially toxic trace elements in plants grown in
urban areas could lead to deleterious effects both on the plants and on
the health of those eating them."  During five years of research using
digested sludge we have not yet created trace element toxicities in
various feed grain and forage crops nor have levels of any element in-
creased in plant tissues to the extent that they would present a hazard
to animals consuming the produce.  Furthermore, LeRiche (87) analyzed
soils and crops from a market garden experiment at Woburn, England where
1278,t/ha of sludge had been applied between 1942 and 1961.  While there
was an increase in the uptake of some elements by vegetable crops grown
                                  17

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on the sludge-treated plots, as can be seen in Table 3 from the average
values of his reported results, he reported that there was no evidence
that crop yields were affected.
Table 2.  Average concentrations of trace elements extracted by 2.5
          percent acetic acid from 42 sludges collected in England
          and Wales (17) aad percent of total amount present that was
          extractable.
                         Mean extractable                Mean % soluble
Element                    as ppm d.w.                  of total content
*Cd *
Mn
Ni
Zn
Co
**B
Cu
V
Cr
Fe
Pb
Mo
Sn
'144
300
190
1540
8.8
10
96
3
22
650
20
0.12
0.58
65
56
46
44
32
25
6.9
4.8
3.1
2.8
2.8
1.9
0.5
 *  Unpublished 0.1 N HC1 data

**  Hot water extractable
The behavior of such trace elements in soils and their uptake by crop
plants are influenced'by several factors.  One of these is soil pH.
Most heavy metal toxicities in terrestrial plants have been associated
with pH values of less than five.  Liming soils can, to a large extent,
control the uptake of many trace elements.

Practices which promote better soil aeration, such as drainage and
structure development may lead to decreased solubilities of some trace
elements.  According to Jenne (77) oxides of iron and manganese act as
"sinks" for heavy metals and the extractability or leachability of the
metals is determined by the Eh (reduction-oxidation potential) and pH
of the system.  Keeping the Fe and Mn hydrous oxides in soils and sedi-
ments in the form of thin coatings on silicate minerals instead of dis-
crete crystalline minerals permits a chemical activity in far greater
proportion than would be expected on the basis of their concentrations
                                 18

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alone.  As the solubilities of iron and manganese compounds are in-
creased by reducing conditions, the heavy metals originally adsorbed
on the surfaces of their oxides are displaced by hydrogen and the
metals become more mobile in soils.

Some heavy metals may form inert and insoluble compounds with clays
and organic compounds.  Thus, many trace elements are less available
to growing plants than the total concentrations of these elements would
indicate.

When grown on the same soils, tissues from different crop species, and
even different varieties of the same species, differ markedly in con-
centrations of nutrient and pollutant elements.  The selection of crops
or even varieties of a particular crop species thus affords a control
over ±he entrance of undesirable amounts of trace elements into food
chains.  With regard to selection, Gabelman (50) says, "The ease of
discovery of these genetic differences within species has been surpri-
sing.  We have been too conservative in assessing this potential."

Perhaps we have not observed trace element toxicities in plants by the
use of stabilized sludge because it may contribute toward establishing
a better balance of nutrient availability and uptake by crop plants.
We have learned from greenhouse and other studies that there are many
synergistic and antagonistic interactions between various ionic metal
species in sludge and soils affecting the absorption of chemical ele-
ments by plant roots and their translocation within plants.  As we
learn more about interaction effects, we may be able to decrease ab-
normal uptake of one trace element from soils by supplying another to
the soil or crop.

Clearly if or when a trace element problem does occur as a result of
utilizing municipal sludges as a fertilizer and/or soil amendment,
there are management practices available which can be introduced to
alleviate the situation.  Except perhaps in coarse sandy textured soils,
the heavy metals will move very little with percolating water.  Thus,
most of the trace elements will remain at the point of application un-
less they are transported away in an adsorbed phase on eroded sediments.
By establishing erosion control structures and practices, complete con-
trol can be maintained over all elements applied on land as a consti-
tuent of sludge except some anion and anion forming species such as
nitrate, sulfate, chloride, borate, etc.  At any rate, those chemical
elements which present the greatest potential hazard to animals will
be retained in place and can be managed if the need develops.  To a
large extent the opportunity to manage trace elements is lost once they
are disposed of in water environments like the ocean or in air by in-
cineration, or by storing ash residues in landfills where they can be
leached by percolating water.
                                 21

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Biological - Although no Incidence of disease is known to have been
traced to the use of digested sludge as a fertilizer or soil amend-
ment, it is still one of the greatest sources of concern for many.
From a rather extensive literature survey it appears that most of the
intestinal pathogenic bacteria are either destroyed or their popula-
tions are reduced to very low levels by heated anaerobic digestion of
sewage solids.  Results from several studies indicate that the path-
ogenic organisms of tubercle bacillus, Taenia saginata, Ascaris lum-
bricoides, and hookworm are not destroyed as rapidly in a heated ana-
erobic digester as are the commonly used pathogenic indicator organisms,
Escherichia coll or fecal coliforms.

One of the most crucial questions which could not be answered from a
search of the literature was that of the fate of viruses during the
anaerobic digestion of sewage.solids,  Even if viruses were not re-
covered from digested sludge, one could not be sure that they were not
present in an adsorbed phase on the solids.  To answer the question
regarding the survival of viruses in the heated anaerobic digester en-
vironment we initiated some laboratory studies using a swine entero-
virus (ECPO-1) which has bio-physical properties similar to human en-
teric viruses.  After gas production had stabilized in six laboratory
scale digesters fed with a mixture of primary and waste-activated
sludge, they were, inoculated with 10^ plaque forming units of the
swine virus.  After inoculation, 20 nil of fluid were periodically with-
drawn from the digesters and mixed with milk and fed to germ free pig-
lets.  The feces from the piglets were then collected and assayed for
the viable virus.  The viruses were not found in the feces of piglets
fed sludge material which had been inoculated and digested for a period
of time of five days or longer (108).  It thus appears that a 14-or
15-day heated anaerobic digestion period would provide a considerable
margin of safety with regard to the destruction of viruses.

As Berg (16) suggested, perhaps the simplest method for reducing viruses
and other pathogen organisms in sewage is by long storage of the material.
From laboratory studies, Berg  (16), determined the time in days required
for a 99.9 percent reduction in the number of viruses and bacteria by
storage at different temperatures.  The die-away data presented in his
Table 5 are exhibited here as Table 4.  On the basis of these and other
data, it appears that an additional margin of safety against pathogenic
contamination of the environment could be achieved by holding digested
sludge in reservoirs for a minimum period of two months before it is
applied on land,

After sludge  Ls applied on the soil surface, die-away of many pathogenic
organisms will occur rapidly as seen from the data in Table 5.  The
rapidity with which feral coliform die-away occurs after digested sludge
is applied on soil siufanos can be discerned  In Table 5.  Furthermore,
it has generally been concluded that, wastewaters percolating through un-
saturated soil material.1" ate purged of pathogenic organisms within the
1.5 m depth  (301 .   if rM<-  is  tnip  for wastev/ater applications, one would

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Table 4.  Effects of storage:  Laboratory study demonstrating days
          required for 99.9% reduction of viruses and bacteria in
          sewage (16).
                                           No.  of Days
                                         Temperature ° C
Organism
Poliovirus 1
Echovirus 7
Echovirus 12
Coxsackievirus A9
Aerobacter aerogenes
Escherichia coli
Streptococcus faecalis
4°
110
130
60
12
56
48
48
20°
23
41
32
—
21
20
26
28°
17
28
20
6
10
12
14
Table 5.  Disappearance of fecal coliforms in a sludge cake
          covering a soil surface (unpublished data, Agron.
          Dept., Univ.  of Illinois).
Days after sludge                     No. of fecal coliforms per gm
   application                          sludge cake (dry weight)

        1                                   3,680,000
        2                                     655,000
        3            ;                        590,000
        5                                      45,000
        7                                      30,000
       12                                         700
                                   23

-------
expect it to be applicable in the case of sludge utilization.  Since
sludge solids are rapidly filtered and clog the surface of soils, the
rate of water infiltration during sludge applications is exceedingly
low in comparison to that from wastewater applications,  Therefore,
frequent applications of sludge can be made only when the evapotrans-
piration potential is relatively high.  That is to say, sludge is most
likely to be applied on agricultural lands during the late spring, sum-
mer, and early fall seasons when evapotransplrational potentials gen-
erally exceed actual soil moisture losses.  For the most part, sludge
will be applied when ambient temperatures favor a rapid-die-away of
bacterial and vira] pathogenic organisms.

Like many of the potential chemical water pollutants, lateral movement
of pathogenic organisms which might survive the digestion and storage
perio'd, can occur only if excessive soil erosion processes are per-
mitted to operate on the sludge utilization site.  Thus, pathogenic
pollution of surface wa.ters can be avoided by the same structural and
management practices recommended for the conservation of soil and
water.

In 1966, after an extensive study of various alternative methods for
handling the daily production of 819 metric tons of sludge, staff mem-
bers of the Metropolitan Sanitary District of Greater Chicago concluded,
on the basis of the information available, that the most economical and
environmentally satisfactory method of sludge disposal was to utilize
it as a fertilizer and soil amendment.  Toward obtaining further infor-
mation with regard to the utilization of sewage sludges,members of the
Agronomy Department, University of Illinois, were requested to submit
a research proposal to MSB of Chicago.  The proposed research was to be
broad enough to include all aspects of sludge utilization in which there
were insufficient information to predict environmental changes resulting
from a large scale operation.  With the paucity of pertinent information
available in the 3jterature when the proposal was submitted to MSD of
Chicago in early 1967, many questions needed to be answered before a
large scale operation could be initiated.  Foremost among the several
aspects needing further study was that of excessive trace element accum-
ulations in soils with continuous applications of digested sludge.  At
least up to the time our project was initiated, agronomists had been
largely concerned with difficlencies of trace elements in soils.  Very
little attention had been given to determining the effect on plants of
unusually high rates of application of essential trace elements on soils,
and even less with regard to nonessent.ial trace elements.

Very little information was available in the literature to assess the
relationship between sludge utilization and the potential for increasing
incidents of diseases caused by pathogenic organisms.

Changes in the physical, chemical and biological properties of soils and
their runoff and drainage effjuents with continuous annual applications
of sludges could not be predicted from results reported in the literature.


                                 24

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To determine environmental changes resulting from the use of sludge
as a fertilizer and to obtain predictive information with regard to
the capacity of soil and crop systems to assimilate various consti-
tuents of sludge, the proposed studies were centered on the establish-
ment of a large field lysimeter facility.  From the lysimeter facility
plant, soil and water samples would be collected from three different
soil types planted to different crops fertilized with annual applica-
tions of sludge at various loading rates.

After the cooperative project between the University of Illinois, the
Metropolitan Sanitary District of Greater Chicago, and U.S.H.E.W. Of-
fice of Solid Waste Management was funded in April 1967, one of the
first major tasks was to plan and design the field lysimeter facility
and attendant equipment.  Plans and specifications for the field re-
search facility, which included a series of lysimeters and an associ-
ated instrument house, were prepared and submitted with the requisition
to the University Purchasing Division on June 6, 1967.  Construction of
the instrument house was completed on September 15, 1967, and the ly-
simeters were completed on June 18, 1968.  Thus, it was not possible
to harvest a crop from the lysimeter facility until the 1969 growing
season.
                                  25

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                            SECTION IV


                      FIELD LYSDIETER STUDIES



Northeast Agronomy Research Center Lysimeter Facility

General description - The field lyr.iineter facility was constructed on
a small isolated watershed on the Northeast Agronomy Research Center
where the original soil type was Blount silt loam.  The soil is under-
lain by glacial till of very low permeability from about 76.2 cm below
the soil surface to a depth of about 12.2 m.  An overall plan view of
the field research facility is presented in Figure 1.  The facility
consists of 44 lysimeter plots, each 15.2 m long and 3.1 m wide.  The 44
plots are equally divided into 2 blocks, one each on the north and
south side of the instrument house.  Each block contains 12 plots of
the original Blount silt loam; five plots of simulated Elliott silt
loam, and five plots of simulated Plainfield sand.  Since the Elliott.
silt loam soil is a prairie equivalent of the forested Blount silt loam,
the simulation of a prairie soil was made by removing the Blount silt
loam surface to a depth of 30 cm and replacing it with the surface of
Elliott silt loam.  Plainfield sand was simulated by excavating all of
the original material within the boundaries of a plot to a depth of
1.5 m and then filling the pit with Plainfield sand.

A trenching machine was used to excavate a trench around the perimeter
of each plot to a depth of 1.8 m.  A continuous curtain of nylon rein-
forced 0.02 cm black plastic film was usspended from 20.3 cm below the
soil surface to a dep.th of I»8 m ±n the trench with the ends overlapped
a minimum of 1.2 m.  This moisture barrier was secured by spikes to the
inside wall and the trench was backfilled with soil removed during ex-
cavation.  A single line of 10.? cm diameter clay tile was installed at
a bottom depth of 86.4 cm through the longitudinal center of each of
the Blount and Elliott silt-!oam plots.  Construction of the sand plots
was somewhat different in that the line of clay tile was installed at a
depth of 15 in and the walls lined with the plastic moisture barrier be-
fore the pit was fJLied to ground level with Plainfield sand,

To convey drainage wafer from the pjot end nearest the instrument house,
a 10.2 cm diameter rigid pln^uic (PVCj drain tube extends from each plot
to within 61 cm cf the basement and 76.2 cm above the basement floor of
the instrument hnure.  The piratic tube is attached to the clay tile by
an adapter just ir.side of the plaftjc moisture barrier,  A mastic mater-

-------
ial was used to achieve a waterproof seal where the plastic tube passed
through the moisture barrier.

A second 10.2-cm PVC tube to convey runoff water extends from 61 cm in-
side and 168 cm above the basement floor to within 15.2 cm of the mois-
ture barrier at each of the plot center ends nearest the instrument
house.  The end of the PVC tube at the end of a plot is located 45.7 cm
below the soil surface and connected to a 90 degree elbow positioned in
an upward direction to receive the thimble of the runoff water collec-
tion trough.

Each of the 88 plastic tubes for drainage and surface runoff water con-
veyance is placed on the maximum uniform grade obtainable from a plot
to the basement of the instrument house.  Grade is not less than 0.5 per-
cent for tubes serving any plqt.

The runoff water collection troughs are of a design similar to those used
in soil erosion studies, except they are fabricated from fiber glass.
Fiber glass was chosen as the construction material to avoid the intro-
duction of heavy metals in the runoff water and soils.  For the same
reason, fiber glass strips 25.4-cm wide are used to completely enclose
the plots along and above the moisture barrier discussed above.  With
the fiber glass strips installed in the soil to a depth of 15.2 cm the
collection at the down slope end of all the runoff water from a plot is
insured while excluding all water from outside the plot.

On all of the lysimeter plots, the lowest point is the end toward the
instrument house.  Thus, runoff water flows toward the instrument house
from both the north and south blocks of lysimeter plots.

The instrument house was constructed in a natural depression of the
slightly greater than 0.8 ha watershed.  The 16.7 x 3.65 x 2.44 m eave-
height frame building was constructed on a concrete first floor over a
poured steel reinforced 20.3-cm thick walled basement, which stands
2.9 m high above the footings.  Ten 10.2 cm diameter bell and spigot
floor drains were installed in the basement floor to conduct unwanted
water discharged from the plot drainage tubes to a 20.3 cm diameter
tile installed below the center of the basement floor.

Heating is provided by 2 wall-mounted thermostatically controlled
220 volt electric heaters at each end of the first floor of the instru-
ment house.  One end of the first floor of the building was later par-
titioned, to provide a totally air-conditioned ropm to protect instru-
mentation circuitry from wide variations of temperature and humidity.

The 20.3-cm diameter clay tile line used to drain excess water from
inside the basement of the instrument house and the basement footing
tiles is connected to a surface inlet located in the natural drainage
way of the small water shed 46.5 m west of the instrument house.  Be-
hind the surface inlet, a small earthern dam was constructed to insure
                                  27

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the capture of all runoff water from areas outside of the lysimeter
plocs.  Thus, all water from the research area is disposed of through
the 20.3-cin diameter tile line that conducts water through a 5680 liter
septic tank and finally to a sand and gravel filter field.  All water
from the research area is filtered through 76.2 cm of sand and gravel
before it is discharged to a small stream that flows intermi'ttently.

To provide water for the instrument house and for irrigation of lysi-.
meter check or control plots, a well was drilled to a depth of 61 m.
However, since a sustained flow of only 22.7 liter of water per minute
was obtained from the well, two used 37,900 liter capacity railroad
tank car containers were buried near the well to store water for irri-
gation.  Two other used plastic-lined 30,320 liter capacity railroad
tank car containers were buried end to end with the water tanks to
provide storage for digested sludge.  The two water tanks were connec-
ted with 7.6 cm diameter metal pipe and a 227 liter per minute capacity
pump was mounted on the end of one water tank.  One two-stage vertical
turbine pump with a capacity of 1,500 liter per minute was mounted on
the ends of each of the separate sludge tanks.  Both the water and
sludge pumps develop heads of about 54.9 m.  All pumps, motors, and
exposed plumbing were enclosed in an insulated, propane-heated pump
house.  Metal pipe of 7.6-cm diameter was used for all plumbing inside
the pump house.  By use of check and gate valves, the plumbing from
the pumps was installed in such a manner that the main irrigation line
can be used to supply plots with either water or sludge.  Also, sludge
can be circulated in the same storage tank or be pumped from one sludge
storage tank to the other for mixing.

PVC pipe (7.6-cm diameter) was used for the main irrigation line which
was installed at a minimum depth of 45.7 cm below the soil surface.  As
may be seen from Figure 1, the main irrigation line was extended from
the pump house through the east-west center border of the north block
of plots, to the west side of the instrument house and then returned to
the pump house through the center east-west border of the south block
of plots.  The irrigation system was so designed that a large return
flow of sludge could be maintained to keep solids in suspension in the
storage tank and also prevent settling of solids in the irrigation pipe.
It may also be noted from Figure 1 that a "T" joint was installed in
the main irrigation line west of t:he instrument house by which means
the line was extended to the surface inlet discussed above.  The main
irrigation pipeline was laid on a uniform grade of approximately 0,5 per-
cent from 6.1 m west of the pump house to the surface inlet so that the
line could drain when the gate valve at the surface inlet was"opened.
Plumbing inside the purop house is so arranged that, after irrigation of
plots receiving sludge treatments, the gate valve at the surface inlet
may be opened and the north and south portions of the irrigation line
may be alternately flushed and cleaned with water.  The irrigation line
must be flushed with wafer each time before irrigating check plots with
water.
                                 28

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                                                             •3
                                                              u
                                                              (0
                                                              CO
                                                              at
                                                              a
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                                                              4J 00
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                                                              a)
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                                                                 o
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-------
Risers were installed in the main irrigation line through the north and
south block of plots so that one riser, by means of a valve and key,
could supply either water or sludge to irrigate any one of four plots.

Although irrigation equipment is commercially available for field ap-
plications of digested sludge, equipment for making uniform applica-
tions on small research plots could not be obtained.  Thus, a self-pro-
pelled irrigation machine for uniformly applying digested sludge on the
3.1 x 15.2 m plots was designed and constructed specifically for the
research project.  Flexible tubing (5-cm diameter) is used to convey
sludge or water from the risers to the irrigation machine.  However,
during the first year of operation when plots were irrigated 2 to 3
times each week during the growing season, it was observed that plants
being continuously coated with sludge by spray irrigation were stunted.
Sludge particulates coated leaf surfaces and blocked light absorption
to such an extent that photosynthesis rates were reduced to very low
levels.  To avoid coating leaf surfaces, the method of sludge applica-
tion was later changed to the ridge and furrow system.

Description of instrumentation for volumetrically measuring and sampling
runoff and drainage water from field lysimeter plots - To collect des-
crete samples of runoff and drainage water from lysimeters of field-plot
size, an electrically controlled sampling system was designed, construc-
ted, and put into operation.  The system is used to measure rate and
total flow of both runoff and drainage water from each of the 44 lysi-
meters and to collect 400 ml samples after selected volumes of flow have
occurred.  The sampling instrumentation can be controlled to collect a
sample from as little as 2.4 up to 50 percent of the total flow.

The collection and monitoring system consists of five major components:
(1) tipping bucket,  (2) sample collector mechanism,  (3) electrical cir-
cuits for counting and control, (4) event recorders, and  (5) automatic
turn-on and turn-off system.  Except for some common circuit elements
schematically shown  in Figure 2, each major component was duplicated
eighty-eight times to provide complete instrumentation for the forty-
four lysimeters.  All;of the instrumentation is located on the ground
floor of the instrument house, except for tipping buckets and sample
collectors which are positioned below the end of 10.2-cm diameter plas-
tic pipes used to convey runoff and drainage water from the lysimeters
to the basement of the instrument house.  The arrangement of the tip-
ping buckets and sample collectors may be seen in the cross-sectional
view presented as Figure 3.                                 •

A tipping bucket consists of two end pieces, a divider, two studs, and
two counterweight brackets all made from stainless steel  and fabricated
by welding.  The studs welded on the sides below the center line of the
buckets serve as axles.  When a tipping bucket is mounted in its frame,
as shown in Figure 4, the axles are inserted in holes in  teflon pads
that serve as bearings.  The holes in the teflon pads were drilled just
slightly larger  than the diameter of the axle studs.  The portions of
                                30

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Figure 3.  Top and side views of tipping bucket and sample
           collector assembly.
                            32

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the threaded studs in contact with the teflon bearings were sheathed
with shrinking electrical spaghetti (a heat sensitive plastic tubing),
therefore, frictional forces between the plastic covered axle studs
and the teflon bearings are small„  Also, since the teflon pads are
mounted on the inside of the framework which supports the tipping
bucket with at least 0.32-cm clearance in the direction of the axles,
the tipping buckets are never in contact with the metal frame.  The
tipping buckets are restrained in their framework only by occasional
bumping against the teflon pad.  Although mercury switches are mounted
on one end of the axle studs, they contribute very little frictional
forces.  The mercury switches do not come in contact with the metal
frames and the electrical leads are coiled in such a manner between
their points of attachment to the frame and the switch terminals that
they present a minimal restraint to the pivoting of the buckets.  How-
ever, because the mercury switches deteriorate under the corrosive
conditions of the instrument house basement and result in malfunctions
of the sampling equipment, they are gradually being replaced with a
light source and photocell switch.  Except for modification o"f the
light to be reflected onto the photocell during the pivotal motion of
the tipping bucket, the photocell switch is similar to that to be de-
scribed later in connection with the water sampling equipment.

During calibration of the tipping buckets for volume versus flow rate
or tipping rate, it was observed that when all buckets were adjusted
to yield the same volume of water when tipped at a dropwise flow rate,
one calibration curve for a uniform given size of buckets could be
used for data interpretation.  During the filling of a bucket, the
moment due to the fluid increases until it exceeds the balancing mom-
ent of the counterweight causing the bucket to tip.  Thus, by adjusting
the moment of the counterweights, the volume of water that the buckets
will collect can be varied.  The counterweights are lengths of brass
bar stock which have a 3-cm vertical slit cut through the center of one
end.  When the counterweights are mounted on the tipping buckets by
means of the slits and the brackets welded on each side of the top cen-
ter of the tipping buckets, their moments are adjusted by raising or
lowering on the brackets.  The counterweights are then held in position
by tightening two set-screws.  The counterweights are also held in a
stable perpendicular position with respect to the top edge of the tip-
ping buckets by the fact that the one-half diameter portion of each
counterweight installed between the bracket and bucket walls, as shown
in Figure 4, is a press-fit.

When a bucket tips, its bottom strikers and comes to rest against a pad
(J in Figure 4) made of rubberized belting material bolted to the tip-
ping bucket frame.  The pad cushions shock to the tipping buc..et axle
and reduces noise level.  Shock to the tipping bucket axles can be re-
duced to a minimum by placing the cushioning pad at the center of per-
cussion, after it is located by trial and error for a normal flow rate.
                                  34

-------
Figures 5 and 6 are the calibration curves for the iai^e and s^ali. uip-
ping buckets.  The large and small tipping buckets are used fu>: ni^nsut—
ing volume and flow rates of runoff and drainage vrauer, respectively.
The large buckets are adjusted to hold 1725 g and the small buciuii-s
585 g before tipping at a minimal flow rate.  At high flow rafec (tips
per second) the volume, or weight per tip, increases.  The dashc-.I lines
in Figures 5 and 6 are the upper and lower ranges of values from the
average values represented by the heavy line.  It appears that the vol-
ume delivered by a tip at a given flow rate varies more between, small
buckets than for the larger buckets, although, except for size, fabri-
cation was similar.

Volume is unpredictable for flow rates that produce more than one tip
per ten seconds of small buckets.  However, it is not expected that
drainage flows from the lysimeters will ever be great enough to pro-
duce small bucket tipping rates greater than one tip per 10 seconds.

The automatic sample collecting mechanism shown in Figure 7 will take
ten samples before full sample bottles are replaced with clean, steri-
lized empty bottles.  The sample collector mechanism (Figure 7) con-
sists of the following:

     1.  A motor driven turntable (E) that holds ten 450 ml
widemouthed bottles.
     2.  A pair of enclosed microswitches (V), one of which stops
the rotation of the turntable so the sample bottle is correctly
positioned to take a sample, while the other is used as a means
to control the volume of sample collected in the bottle.
     3.  A solenoid (X) operated flow control mechanism (M) which
diverts the water collected in a reservoir or trough (A), during
a tip of a tipping bucket either to a sample bottle or the base-
ment floor drains.

The turntable is moved by a modified antenna rotator motor (Aliance
Model T-45) that rotates about one RPM.  All motors were modified by re-
moval of the mechanical stops and circular wire wound resistors and as-
sociated sliding contacts.  One further modification was the installation
of the phase shift capacitor inside each motor housing; a component
which is normally located in the control box.

The motor (W) is mounted (with clamps provided) on a length of pipe with
a diameter of 3.16 cm which serves as a shaft (P) for the turntable.
The shaft is mounted through the hub at the center of the turntable
wheel.  The turntable is secured to the shaft by two set screws in the
hub.  The shaft and motor assembly is held in place by stainless steel
bearings (Q) which fit inside the shaft ends and are attached near the
center of che top and bottom of the cabinet or frame.  The turntable
consists of the wheel, bakelite cylinders, and brass plate springs.
                                 35

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The wheel Is a disc., 35.6-cm diameter, cut from aluminum plate 0.624-on
thick.  Figure 8 shows an aluminum hub welded in the center of the
wheel and ten equally spaced circular grooves near the outer edge of
the upper surface.  The circular grooves, 7.62-cm diameter and 0.32-cm
deep, accept bakelite cylinders, 35.6-cm long, that are epoxy cemented
into the grooves for the purpose of holding sample bottles.

In the original design, when a sample bottle was in position to be
filled it rested on a spring plate directly over a sensitive micro-
switch (V in Figure 7) which was enclosed in a moisture-tight casement.
When the weight of the bottle and its contents were sufficient to over-
come the resistant force of the spring the microswitch, through an arm
and roller positioned below the spring plate, was tripped.  The acti-
vated microswitch de-energized the solenoid that operates the flow
control mechanism, causing the flow of water to be diverted from the
sample bottle to the basement floor drains.  Because of the corrosive
basement environment, a great deal of time had to be expended in ad-
justing the tension of the spring plate.  Therefore, the mechanically
operated microswitch and its associated spring lever plates were re-
placed by a light bulb and photocell in conjunction with a semi-con-
ductor controlled rectifier.  The light bulb and photocell are placed
on opposite sides of the sample bottle when it is properly positioned
to take a sample.  The light source and photocell are arranged by means
of a mounting bracket (not shown in Figure 7) so that light striking
the photocell passes through only one side of the sample bottle.  That
is to say, it does not pass through the center of the sample bottle.
When the sample bottle is empty, the sensitivity of the electrical
circuit is adjusted so that the amount of light striking the photocell
is just sufficient to perform as a closed switch to keep the solenoid
that operates the water inlet valve in an energized state.  When the
solenoid is energized it opens the water valve (flow control mechanism,
M) under the reservoir (A) allowing water to flow into the properly
positioned sample bottle.  As the water level rises, it intercepts the
light passing through one side of the sample bottle.  The light is first
intercepted at a point x^here the sample bottle contains about 400 ml of
water.  The moment that the water level intercepts the light passing
through the bottle, the optical properties of water are sufficient to
deflect enough of the light from the photocell to cause its electrical
circuit to perform as an open switch, which de-energizes the solenoid
causing the water valve to shut off flow from the reservoir to the sam-
ple bottle.

The electrical circuit controlling water level in the sample bottles
consists of three major components - a light bulb, a photocell and a
semiconductor controlled rectifier.  The light bulb and a 100 ohm ad-
justable resistor reduces the voltage in the circuit to not more than
3 volts AC.  To gain greater sensitivity in controlling the semi-con-
ductor controlled rectifier, the voltage is converted to DC voltage by
a diode (IN55) and filtered with a 200 Mfd electrolyte capacitor.  The
photocell and a 1.1 K resistor perform as a voltage divider, determin-
ing the amount of voltage acting on the gate of the semi-conductor con-

                                39

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f.rolled rectifier.  When the gate potential is 0.5 volts more positive
or higher than the cathode, current can flow from anode to cathode.
When the gate potential is less than 0.5 volts higher than that on the
cathode, the effect is that of an open circuit.  Since the photocell
resistance changes in aa inversely proportional manner to the light
energy striking its surface, when water in the sample bottle attains
sufficient height to intercept and deflect the light from the photocell
surface the potential on the gate is reduced to less than the 0.5 volt
threshold value.  Thus, the open circuit effect produced by deflecting
the light cuts off power to the solenoid which, in an energized state,
holds the water valve open.

When the turntable motor is energized by the control circuits (to be
discussed later) an empty sample bottle is properly positioned to take
a sample as it is carried by t;he turntable contact rod (U). with suf-
ficient force to actuate the microswitch(SPDT), which is mounted on
the back wall of the cabinet.  This microswitch (V) transfers the 24 VAC
power from the rotor motor to the solenoid which operates the flow con-
trol mechanism (M).   Rotation of the turntable stops and the energized
solenoid aligns a series of 3 holes in the flow control mechanism to
permit water from the reservoir (A) to pour into the properly positioned
sample bottle.  When a volume of about 400 ml of liquid has been collec-
ted, the photocell switch de-energizes the flow control solenoid, as
discussed above.

Power flow from the source to the event recorders and sampling cabinets
is sketched diagrammatically in Figure 2,  The counting and control cir-
cuits for each of 88 sensing and recording units have the same design.
Forty-four units are housed in a given rack.  The 44 control units in
each of two racks are contained in 11 chassis of 4 control units per
chassis.  The control units in one rack are employed in the measurement
and sampling of runoff water, while those contained in the other rack
serve the same purpose for drainage effluent.

Three views of an individual chassis containing four control units may
be seen in Figure 9. , In the front view, each of the four sets of double
circles represents a twenty-one position rotary switch and associated
dial.  Both of the 115 and 24 volt circuits are protected by means of
accessible fuses in holders mounted on the front of the chassis.  In the
top view, the approximate position of four 115 volt magnetic digital
counters, one for each of the control units, are shown.  Also shown in
top view are four 24 VAC indicator lights used for a quick check of pow-
er to the sample collection equipment.  On the side of the casssis, the
input from the automatic start-stop circuit is connected by means of a
banana jack.  One five connector socket for each of the four control
units is located on the back panel along with a six connector socket
which serves the four control units as a connection to the event recor-
ders.  Jacks for 24 and 115 VAC inputs are also located on the back
panel.
                                41

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Figure 10 shows the underside or inside view of a control chassis and
the correspondence between the control circuits and cable connections
for the event recorders.

In Figure 11, a schematic view of a circuit for a control and counting
unit is presented.  Everything above the dashed line in Figure 11 is
common to four identical control units.  The 24 VDC power from the
automatic start-stop system is supplied to the control unit circuits
by means of a banana jack.  One banana jack serves as a power link up
for four K2 relays contained in a chassis.  The current through a
given 24 VDC relay (K2) continues to the mercury switch, mounted on
the axle of the tipping bucket, with which the particular control unit
is associated.  The current goes to ground when momentary contact clo-
sure of the mercury switch occurs as a result of the tipping of the
bucket.  Closure of the mercury switch results in a momentary actuation
of the K2 relay contacts.  The main reason for using 24 VDC power was
to give a more positive operation of the primary K2 control relay.
When contacts of the K2 relay close, a 115 VAC signal is presented to
the digital counter and to the proper channel of one of the event re-
corders.  At the same time, the K3 latching relay is energized.  Each
time the K3 relay is energized, it reverses contact position so that
the stepping relay K4 coil is energized only once for each two times
the latching relay K3 is actuated.  The alternating action of the
latching relay K3 prevents the stepping relay K4 from being energized,
except when the tipping bucket tips toward the sample collector reser-
voir.  Thus, the usefulness of the stepping relay K3 contacts are
doubled.

To prevent the coil of relay K3 from over-heating when it is energized,
a special circuit arrangement using a 10 MFD capacitor is charged
through a rectifier diode during the time when relay K2 is energized.
Then, when relay K2 is in a relaxed position, the charge on the capa-
citor is dissipated through the latching relay K3 coil producing a
brief but positive actuation.

When the closed contact of the stepping relay K4 is in one-half corre-
spondence with the dial setting of the 21 position rotary selector
switch mounted on the front of the chassis, power is supplied to a high
resistance DC relay K5.  Also, current is supplied through a rectifier
diode from the stepping relay K4 to a 100 MFD capacitor in parallel
with the coil of the relay K5.  The capacitor was added to increase the
contact closure time of relay K5 to about 3 seconds.

With the closure of the contacts of relay K5, three different functions
are performed.  First, the reset coil of the stepping relay K4 is ener-
gized.  Secondly, another longer signal is presented to the same channel
of the event recorder which received the initial signal when the bucket
tipped.  The additional signal to the event recorder passes through a
                                  43

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       , oiude rnd amounts ':o a dual information system.   The addition
of the long duration signal to the parlicular channel of  the event va-
corder results in a distinctive event mark on the chart,  indicating
that a sample was collected.  The third function performed by the clo-
sure of one set of the relay K5 contacts is to energize the rotor motor
iu the sample collector for a three second period of time.  During ths
three uecond period, the turntable rotates or advances a  distance suf-
ficient to release the rod U in Figure 7, permitting the  sample bottle
positioning microswitch to relax to its normally closed state.  Power
is supplied to the rotor motor through the part of the circuit contain-
ing the positioning microswitch after the contacts of relay K5 are open
and until the next sample bottle is properly positioned.   Holding the
contacts of the relay K5 closed for a three second time interval by
means of a capacitor and resistor combination is merely a means of in-'
itial'ly over-riding rhe open positioning microswitch.  The light, used
as an indicator that 24 VAC power is present at the sample collectors,
-1,3 shorted by the relay K5 contacts when the rotor motor is energized.

The 115 VAC and 24 VAC electrical power inputs shown in Figure 11 or-
iginate from a distribution panel that contains, among other things, a
step-down transformer.  Except for lighting, all of the electrical
circuits in the instrument house basement are powered with either
/.') VDC or 24 VAC-

The correlation between the stepping relay contacts and the front panel
oelectoi switch for a few of the 21 connections are shown in Figure 12.
Also, the connections between a latching relay and stepping relay are
shown, along with the dual information circuitry from a relay to an
event recorder iuput.

Figure 13 displays the part of the counting and control circuitry that
is specific for a sample collector and tipping bucket.  The small num-
bers used to identify the cables in Figure 13 are the same numbers shown
on the five-contact connector in Figure 11.  On the terminal strip shown
in Figure 13, terminal number one is used as a common ground.

The closed circuit jack  (Figure 13) is used as a means of manually con-
trolling power to the turntable motor.  By inserting a portable push-
button switch, the control circuit is disabled and power  to the motor
is supplied only when the portable switch is closed.  With the portable
switch, the turntable can be rotated to a convenient position for chang-
ing sample bottles.

The slide switch was included in the circuit  (Figure 13)  as a means of
removing the 24 VAC power from the sample collector when  a malfunction
occurs or during cleaning and repair operations.

The turntable motor shown in Figure 13 is the modified antenna rotary
motor previously described.  The 10 ohm resistor between  points 1 and
4 on the motor terminal board is used as a means of limiting  the current
                                46

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                                                           THIS GROUND CONNECTION
                                                           RETURNS TO TERMINAL
                                                           ON STRIP BELOW.
                                                         CLOSE CIRCUIT JACK f-OR
                                                         MANUAL CONTROL OF MOTOR
                                      PULSE TYPE MERCURY ~
                                      SWITCH MOUNTED ON
                                      TIPPING BUCKET
                                  ALLIANE ANTENNA
                                  ROTOR.  1-R.FM.
                                  MODEL  T-45
                               PHOTOCELL
                                  CU704
                                            SAMPLE
                                            HOLDER
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SEALED
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-SWITCH
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relaxed
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                     LiQUID
                     LEVEL
                     CONTROL
                     CIRCUIT
                                                TERMINAL STRIP

                                                          MODIFIED
                                                             PORTABLE  PUSH BUTTON
                                                             MOTOR CONTROL
                                                        THE LIQUID LEVEL CONTROL
                                                        CIRCUIT IS A MODIFICATION TO
                                                        REPLACE A MECHANICALLY
                                                        OPERATED MICROSWITCH  BY
                                                        USING THIS LIGHT OPERATED
                                                        PHOTOCELL CIRCUIT.
        CABLE FROM CONTROL CHASSIS
Figure 13.   Wiring diagram for sample  collector  cabinet and
              tipping  bucket circuits.
                                    48

-------
co prevent the motor from overheating-  Also shown in Figure 13, as
previously described, is the solenoid that operates the flow control
mechanism; the photocell switch circuit which replaced the microswitch
that formerly controlled volume in the sample bottle; and the modified
microswitch that controls the positioning of the sample bottle =>

Five 20-channel Esterline Angus event recorders provide a continuous,
accurate record of bucket tips with time.  The recorders employ heated
styluses to produce records on non-wax, heat-sensitive paper.  The
heating circuit is rated for operation on 120 VAC.  The electromagnet-
actuated writing elements are fully deflected by the application or
absence of a voltage lasting only 15 milliseconds.  Writing elements
will record signals up to 20 "on-off" cycles per second, a capability
which far exceeds that needed for the tipping buckets.

The chart is 24.7-m long and 15.24-cm wide.  Each channel is approxi-
mately 0,63-cm wide.  Although chart speed can be varied, the moat
appropriate speed for recording bucket tips under a variety of condi-
tions appears to be about 58 cm/hr.  Thus, about 42 hours of continuous
operation of an event recorder is possible before the chart must be
replaced.

Figure 14 is a block diagram of the circuitry for the automatic turn-ou
and turn-off system.  Electrical power is supplied to the counting a,ad
control circuits and recorders by the system only when the tipping buc-
kets are receiving runoff or drainage water.  When a bucket collecting
runoff or drainage water tips, the signal to the 24 VDC sensing relay
results in the activation of the reset timer in its respectively asso-
ciated circuit, labeled upper or lower drains in Figure 14.  Each time
any one of the 44 buckets associated with a given circuit tips the timer
is reset for the powar to remain on after the last tip for some desig-
nated period of time that determined by setting the timer to a prescribed
time which may be varied from 0 to 3 hours.

To prevent sticking of  the recorder styluses to the chart papers the
stylus heater must be turned off 2 minutes before the recorder motor
stops.  Thus, the early-off circuit within the reset timer is utilized
to provide a cooling period for the styluses before electrical power
is removed from the control units and recorder motors.

The isolation relays shown in Figure 14 are necessary because one of tbn
five multi-channel recorders is used with both of upper and lower drain
circuits.  Four channels of the fifth 20-channel recorder E are used to
record the tips of buckets receiving runoff water while another four
channels of the same recorder are used to record the flow of drainage
water.

On the left side of the schematic diagram, presented as Figure 15, 115 VAC
is supplied to the circuits and the motor of a recorder which is used as
                                   49

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51

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a clock „  The recorder usst* as a clock is a 4-ehaanel Rustrak chart
recorder.  Channels 1 and 2 of the Rustrak recorder receive 24 VDC
power from one set of contacts through receptacles R5 or RIO from its
associated isolation relay in each of the upper or lower turn-off and
turn-on circuits when the control and counting circuits are energized.
Another channel of the Rustrak recorder is used to indicate'when power
is being supplied to all circuits from an auxiliary gas operated motor
and generator power supply.

The step-down transformers shown in Figure 15 are rated at 25.2 volts
at one ampere.  Tho voltage is rectified by the diodes and charges
the 500 MFD capacitors.  The sense relays have an operating voltage
of 6 VDC with an internal impedance of 40 ohms.  The contacts of the.
sense relay are shown in the non-energized position.  When a bucket
tips, the contacts open and allow the reset timer to operate, thus
turning on the power to the associated equipment.  The power remains
on until the reset timer removes it.  That is, in the absence of fur-
ther tipping during a prescribed time by any bucket associated with the
circuit, the power is removed.

The upper set of contacts of the reset timer in the upper tipping buc-
ket circuit is connected to the reset timer motor and, through recep-
tacle R3, to the motors of the event recorders designated as B and D.
The same kind of circuit arrangement is used to supply power through
receptacle R8 to the motors of event recorders A and C which are esso-
ciated with the lower tipping bucket collecting drainage water.  The
upper set of contacts of the upper reset timer are also used to supply
power to the 115 VAC high side of the power relay.  From the power re-
lay, current is supplied through receptacle R4 to the step-down trans-
former that is the 24 VAC source of power for the upper drain sample
collectors.  Again in a similar manner, power is supplied to the lower
drain sample collectors through receptacle R9, shown in the lower part
of the circuit presented in Figure 15,

The lower contacts of the reset timers supply 115 VAC power to the
stylus heaters of event records A, B, C, and D through receptacles Rl
and R3 in the upper and lower drain circuit elements, respectively
(Figure 15).  Power is supplied from the isolation relays to the stylua
heater of event recorder E through the receptacle R2 and to the motor
of the same event recorder E through the receptacle R7.

After the water measuring and sampling equipment had been in operation
for several months, it seemed expedient to take water samples'at the
beginning of a period of runoff.  To insure that a sample would be taken
from the water causing the second tip of a tipping bucket, the 21 point
stepping-relay had to be adjusted to step 20.  To accomplish the proper
positioning of the contact arm of the stepping-relay and latching relay,
a small modification in the control circuit was required.  With the
aodification, the synchronization cperation can now be conveniently per-
formed with a special toggle switch.  The toggle switch is a single pole


                                  52

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double throw with center off and double spring return, made portable
by mounting on a small metal box with a one meter length of cable frora
the switch to an attached four-contact connector*  The four-contact
connector mates with the four-contact connector installed in each chas-
sis, serving four-control circuits.  Thus, the switch mechanism causes
the four identical circuits contained in a particular chassis to func-
tion simultaneously during the synchronizing process.  To modify the
circuits for easy synchronization of the tipping buckets for sample
collection, it was necessary to install two diodes for the purpose of
isolating the circuits so that erroneous bucket tips would not be re-
corded on the event recorders and a 330 ohm, 2 watt resistor to prevent
the step coil of the stepping-relay from being actuated during the pro-
cess.  The location and functions performed by the added circuit ale-
ments can best be understood by tracing the power flow through Figure 11.

In Figure 11 it can be seen that, if the portable switch contacts are
closed to the right-hand side, current is carried from terminal #1
through the switch to terminal 4 of the 4 contact connector.  The cur-
rent goes to relay K5 where terminals 4 and 1 convey current to the
reset coil of the stepping relay K4.  The energized reset coil causes
the rotating contact arm of relay K4 to come to rest at the starting
position or zero contact.  Immediately upon closure of the zero contact,
current passes through diode D4, the resistor (330 ohm, 2 watt) and the
rotating contact arm to the center contact terminal of relay K3 which
is an impulse latching relay.  If the center terminal is in contact
with the lower terminal nothing happens, but if it is in contact with
the upper terminal, current then passes through diode Dl to contacts
8 and 5 of relay K2 and eventually energizes the coil of relay K3.
Energizing the relay K3 causes the contact to flip to the lower contact
terminal and then nothing more happens.  All of the reactions described
happen in less than a second and the portable switch which initiated
the action is released, allowing it to return to its center-off position.

To complete the rephasing or synchronization procedure for any four cir-
cuits contained in a particular chassis, it is only necessary to momen-
tarily press the portable control switch in the opposite direction.  This
is done to impulse the step coil of stepping relay K4.  The switch is
pressed as many times as necessary to position the rotating contact arm
to the desired position.  Since we want to collect a sample from the
second tip of a bucket at the beginning of the runoff period, the switch
must be sequentially pressed 20 times.

To insure against the loss of water samples and data during a storm in
which an electric service failure might occur, a 120 volt, 2500 watt
auxiliary power plant was installed in the instrument house.  This self-
starting power plant is automatically activated by a transfer panel if
a failure occurs and is automatically turned off when line power is re-
stored.  The auxiliary power plant provides power for only the sample
and data collection equipment in the instrument house.
                                53

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To summarize, the special features of fc'he equipment designed to collect
water samples and record flow data, it should first be pointed out th'it,
to our knowledge, this is the only lysimeter installation with the ca-
pabilities for collecting water samples from known volumes of flow.
Automatic sampling equipment, in the past, was designed to collect sam-
ples on a time basis, regardless of flow rate.  An outstanding feature
of the counting and control circuits is the dual information system
that provides a distinctive rectangular mark on the proper channel of
an event recorder chart when a sample is collected.  The counting and
control circuits also include electrical digital counters which accu-
mulate the total number of tips for each bucket.  The digital counters
provide a "back-up" system for collecting total flow data if an event
recorder does not function properly.  A four-channel event recorder is
used as a clock from which the time of day that runoff and/or drainage
water was first received and its duration can be determined.  Thus,
knowing the time of day when flow first occurred, the time when a par-
ticular sample was collected can be precisely calculated from the se-
quential record on the associated channel contained in one of the 20
channel recorders.  By means of the turn-on and turn-off circuit, power
is supplied to the counting and control circuits only when runoff and/
or drainage water is being received by the tipping buckets, thus con-
serving expensive chart paper.  Since runoff and drainage water is not
always received at the same time, the control and counting circuits for
each group of 44 tipping buckets and associated sample collectors for
a particular source of water are powered separately.  After some modi-
fications were made to overcome problems caused by the humid basement
conditions, the equipment has been very reliable and requires only a
nominal amount of time for maintenance.

Disposition of water flow data - As mentioned above, the four-channel
Rustrak recorder is used as a real time clock.  At the beginning of each
month the field technician replaces the Rustrak recorder chart and en-
ters the appropriate date and time on the old chart and on the beginning
of the new chart.  A particular channel of the Rustrak recorder indi-
cates the on and off operational periods for an event recorder.  For
example, channel one of the Rustrak recorder is used to identify oper-
ating time periods for the 20-channel event recorder labeled C.  Each
61 cm length of Rustrak recorder chart represents a 24-hour period.
Thus, after each 24-hour segment of the real time chart has been labeled
with the proper date, days in which runoff and/or drainage water flows
occurred can be readily identified.  Each 18.3-m Rustrak recorder chart
contains a continuous "on-off" operating record of the 20-channel event
recorders for a 30-day period.  When operating, a 20-channel event re-
corder chart travels at a rate of 58 cm per hour, and the 24.7 m long
chart will record a runoff or drainage period of about 42-hours duration.
Thus, one event recorder chart may contain runoff or drainage water flow
data from several storms of short duration or several event recorder
charts may be required during a storm lasting several days.  Each time
the expended recorder charts are changed the ending date and time is
recorded on the end of the chart.  By matching the dates and time of
                                54

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data recording periods as indicated on the. event recorder charts with
the "on-off" or operational periods shown on the appropriate channel
of the Rustrak recorder, the exact time at which runoff or drainage
water flows began and ended are determined.  After the correspondence
of date and time,, of runoff and/or drainage water flows have been es-
tablished betweei\ the two types of recorder charts, the date and time
are transcribed onto the 20-channel event recorders.  Then, each flow
period recorded from a particular lysimeter plot is divided into
15-minute time intervals.  For each 15-minute time interval, the total
number of bucket tips recorded is determined and transferred onto
standard FORTRAN coding forms.  Finally, the flow data is punched on
data cards and the number of bucket tips per 15 minute intervals is
converted to volume per unit time by making use of the calibration
curves (Figures 4 and 5).  Flow rate and total flow are then correlated
with total rainfall, rainfall intensity, evaporation rates, total ra-
diation intensities, and the several chemical and biological water
quality parameters determined in the laboratories.

As mentioned earlier , each control unit has associated with it an elec-
trical counter for recording total tips of a particular tipping bucket.
The electrical counters are, for the most part, a backup for the 20-
channel event recorders.  However, at the end of a given recording per-
iod following a rainstorm the total counts accumulated on the electrical
counters are transcribed onto the event recorder chart paper.  Total
counts are written in the skip space that occurs on the recorder paper
as a result of the automatic turnoff of the heat to recorder pens before
the recorder is switched off by the delay timers.  Thus, during an in-
tensive portion of a storm causing such rapid tipping of the buckets
as to result in marks on the recorder chart which are not easily distin-
guishable as separate events, the total counts are readily available for
obtaining an estimate of counts by difference.  To date we have not ex-
perienced such a difficulty in reading the charts, but this was one of
the reasons for installing electrical counters.

Cropping systems and water, sludge and inorganic fertilizer applications
Originally, when the spray irrigation system was used, it was found that
infiltration of sludge water was so highly dependent on the initial soil
moisture and sludge solids concentrations that a given application rate
could not be specified.  Thus, the most feasible method of determining
treatments was to start each time with the maximum treatment rate for
each soil type, which was determined by the amount of sludge that could
be applied within a period of about 20 minutes without producing runoff.
After this application to the maximum-treated plots, the sludge was ap-
plied to the other three treatments in the ratio of one-half maximum,
one-quarter maximum, and zero for each soil type.  The zero sludge treat
ments, or check plots, are fertilized annually for high yields and irri-
gated with well water each time sludge treatments are made.  Check plots
are irrigated with well water at a rate equivalent to the amount of
water supplied with the sludge at the maximum rate.  During 1971, the
method of irrigation was changed to a ridge and furrow system to facili-
                                 55

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tatc greater loading rates.  The crop and treatments are outlined on
the plan presented as Figure 16 and ai e as follows:

   The 22 plots located on the north aide of the installation are
   planted to soybeans OA or about May 15.

   Blount silt loam

     3 check plots - annually treated with inorganic fertilizer
       and irrigated with water.

     3 plots irrigated with the maximum amount of sludge permitted
       by weather conditions and infiltration capacity.

     3 plots irrigated with sludge on the same day as above, but
       with only one-half as much as the maximum rate.

     3 plots irrigated with sludge on the same day as above, but
       xjith only one-fourth as much as the maximum rate.
    12 plots

   Plainfield sand

     2 check plots - annually treated with inorganic fertilizer
       and irrigated with water.

     1 plot irrigated with the maximum amount of sludge possible.

     1 plot irrigated with one-half maximum rate.

     1 plot irrigated with one-fourth maximum rate.
     5 plots

   Simulated Elliott silt loam

     Number of plots and treatments are the same as for Plainfield
     sand.

The 22 plots located on the south side of the installation are planted
to corn on or about May 1.  Distribution of soil types and treatments
are the same as for the north side.  All lysimeter plots receive a broad-
cast application of 269 kg/ha of K before spring plowing.

All check plots planted to corn receive broadcast applications of
336-269-0 kg/ha before spring plowing, except for the sand check plots.
The sand check plots receive the same total application, but N is equal-
ly divided between three applications.  Before plowing, a broadcast ap-
plication of 112-269-0 kg/ha is made on all sand check plots and about
June 20 and again on or about July 15, broadcast applications of 112-0-
0 kg/ha are applied.

-------
                                       150'
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-------
A'Ll check pious planted to soybeans receive a broadcast applicaiiicu uf
0 -269-0 kg/ha before plowing.  Also, all plots receive a broadcast ap •
plication of pre-emergence. herbicide at the time or immediately after
the planting operation.

Operating procedures and collection of the several kinds of samples -
It has been found that sufficient water samples are collected by setting
the selector switch, on the front of the control chassis, on position
number 21.  At this setting, a sample of water will be obtained every
forty-second tip of a particular tipping bucket.  Depending-on flow rate,
this is approximately equivalent to taking one water sample for each
0.16 cm of water that runs off the plot surface and 0=11 cm of water
lost through the drains.

In the diagrams labeled upper and lower drain systems and presented as
Figures 17 and 18, respectively, upper refers to runoff and lower to the
drainage water collection and volumetric recording systems.  As discus-
sed previously, each chassis contains four individual control units for
collecting water samples and recording effluent volumes from runoff or
drainage water pipes.  Thus, 11 chassis in one rack contain the control
units for the runoff water collection and recording equipment provided
for each of the 44 lysimeter plots.  Another rack houses the 11 chassis
serving the drainage water collection and recording equipment.  The in-
dividual chassis are numbered from 1 through 11 from top to bottom in
both of the racks.  In a given chassis, each of the four control units
are numbered from left to right.  Thus, the control unit for sampling
and measuring the runoff water from a particular lysimeter plot is iden-
tified in the "Upper Drain System" rack by a chassis and position number,,
The control unit that is sampling and measuring drainage water from a
particular lysimeter plot has the same relative position in the rack
labeled "Lower Drain System".  For example, referring to Figures 17 and
18, there is one control unit in each of the two.racks associated with
water collection and recording equipment for plot 20 on the north side
of the instrument house and coded as plot N-20.  Its position or loca-
tion in each rack is control unit number 3 in chassis number 8.  Bucket
tips resulting from runoff water from plot N-20 are recorded on channel
11 of the event recorder identified by the letter D, as shown in Figure 17.
In a like manner, bucket tips resulting from tile drainage water from
plot N-20 are recorded on channel 11 of the event recorder C, as shown in
Figure 18.

Water sample bottles are washed and rinsed in a 20 percent nitric acid
solution, further rinsed several times with distilled water, and finally
with double-distilled water.  Clean bottles and screw-on type lids are
dryed in a heated cabinet maintained at a temperature of 45 to 50°C.
Originally, some of the bottles were autoclaved and used to collect sam-
ples of water from which fecal coliform counts were determined.  However,
after making several comparisons of fecal coliform counts in sterilized
versus those in routinely cleaned and dryed bottles, the differences  in
counts were found to be insignificant.
                                  58

-------
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H 16
S 13
N 9
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N 3
N 8
N 18
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S 18
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N 10
N 19
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N 14
N 20
S 7
S 15
S 21
4
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S 10
N 7
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N 22
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The letter-number sequence
Designates associated plot.
i


Event Recorder
Letter Designation
B
D
E
Event
Recorder
Channel
Numbers
1234
5678
9 10 11 12
13 14 15 16
17 18 19 20
1234
5678
9 10 11 12
13 14 15 16
17 18 19 20
1234

Figure 17.  Diagram for determining location of a control circuit and
            event recorder channel associated with sampling and re-
            cording runoff water flows from a lysimeter plot.
                              59

-------
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N 16
S 13
N 9
S 3
N *
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N 18
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S 18
H 11
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S 20
N 13
S 5
N 4
N 10
N 19
S 6
S 14
S 19
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S 8
N 1
N 21
S 12
N 5
N 14
N 20
S 7
S 15
S 21
N 15
S 10
N 7
S 2
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N 17
N 22
S 9
S 16
S 22
The above blocks represent
the controls on the rack.
The letter- number sequence
designates associated plot.
1



Evert Recorder
f.cU«j" Designation
A
G
E
r-,V8ili
Recorder
Channel
Numbers
1234
5678
9 10 11 12
13 14 15 16
17 18 19 20
1234
5678
9 10 11 12
13 14 15 16
17 18 19 20
1234

Figure 18.  Diagram for determining location of a control circuit
            and event recorder channel associated with sampling and
            recording drainage water flow from a lysimeter plot.
                              60

-------
The fieldmen are cautioned to take care not to contaminate bottles
during the operation of removing the lids and placing them in the bake-
lite cylinders mounted on the water sampling cabinet turntable.  All
sampling cabinet turntables are enclosed with polyethelene plastic cur •
tains to minimize contamination by dust.  Before placing sample bottles
in the turntable holders, each bottle is identified by the lysimeter
plot number and the number of the bottle in the sequence.  For example,
UN-5-4 identifies the sample as being the fourth runoff water sample
from plot 5 on the north side of the house.  For drainage water from
the same plot, the letter L will replace the letter U.  When the bot-
tle containing a water sample is removed from the sampling equipment
a sterilized lid is immediately screwed firmly into place.  The data
the sample is removed is recorded on the bottle below the identifica-
tion number.  The date is recorded as a four digit military number.
For example, April 14, 1969 is written 9104 where the first digit
identifies the year the the next three digits are the number of days
starting from January 1.

Water samples are removed from the sampling equipment within 12 hours
and transferred to the laboratory at Urbana no later than 30 hours
after collection.  During storage and transit, samples are kept in the
original sampling bottles in a cool dark place.  Upon arrival at the
laboratory, the samples are recorded in the "water samples received"
data book.

Soil samples are collected annually during the latter part of April
after spring plowing.  Samples are collected with a 2.5-cm diameter
stainless steel soil probe.  Six 76.2 cm deep probes are made per plot.
The soil extruded from the probes is divided into 0 to 15, 30 to 46,
and 61 to 76 cm depth sections.  The six samples, representative of a
given soil depth, are composited in a sample box appropriately labeled
with the plot number, soil depth and date of collection.  The soil sam-
ples are transported immediately to the laboratory where they are air-
dried and pulverized in a soil grinder, and stored in sealed sample
bottles.

When corn plants are 30- to 46-cm tall, 10 plants are cut at 5 cm above
the soil surface from each plot in the same random fashion used in col-
lecting soil samples.  Immediately after harvest, the plants are dipped
in a plastic bucket filled with distilled water.  The plants are gently
rubbed to loosen soil, especially in leaf axils and whorls, while sub-
merged in the bucket.  After the plants have been rinsed in distilled
water, they are shaken to remove as much free water as possible before
they are placed in a paper bag and labeled with the appropriate plot
number and data of sampling.

Later in the growing season when about 10 percent of the corn plants
have tasseled, the leaf opposite the ear node from each of 10 plants
is collected.  The leaf is cut about 7.6 cm away from the stalk to avoid
                                61

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the leaf axil whe^'e dirt collects.  The leaf samples are washed in the.
same manner as described above for whole planf. samples, folded into a
tight bundle, placed in a properly labeled sack, and transported imme-
diately to the labor itory,,

Whole plant samples of soybeans are collected when the plants are
15- to 25-cm tall.  For this first tissue sample, 20 plants, selected
at random, are cur. 2.5 cm above the soil surface and composited as a
sample from each plot.  Later in the season, a second soybean tissue
is collected from each plot as the plants reach the full-growth stage.
The leaf and petiole from the 3rd and 4th leaf positions from the top
of the plant are hai vested from 20 plants randomly selected in a plot.
All soybean tissue, saeiplcs are washed and placed in a labeled bag for
immediate shipment to the laboratory in the same manner as corn tissue
samples are handled.

A randomly selected subsample of about 250 g of alfalfa or grass plant
materials is collected from each plot at the time of clipping.  Alfalfa
and grass samples are cleaned, placed in properly labeled bags and im-
mediately transported to the laboratory in the same way corn and  soy-
bean tissue samples are processed.  From the corn grain or soybean seed
harvest from each plot, a 200 g subsample is randomly collected, placed
in a properly labeled bag and transported to the laboratory.  Upon re-
ceipt at the laooratory, all tissue and grain samples are dried at 60°C
to a constant weight in a forced draft oven, ground in a Wiley Mil] and
stored in acid-cleaned and sealed sample bottles.

From 350 to 400 ml of sludge is collected at the beginning and near the
end of an irrigation from a single batch (one storage tank) of sludge.
The samples are collected in acid-cleaned glass water sample bottles
and handled in the same manner as water samples.  The sample bottles are
labeled with the date (day batch was used for irrigation), north or south
plots, and identified with a B^ for beginning and an IS for ending irriga-
tion sample.  Like water samples, sludge samples are transported to the
laboratory within 30 hours after collection.  Special care is taken to
keep the samples cool during transport and they are refrigerated immedi-
ately upon their arrival at the laboratory.

Sample analyses - The several kinds and methods of analyses routinely
performed on water, plants, sludge, and soil samples received from the
lysimeter facility are presented in a summarized form in Table 6.  The
analytical work is carried out in laboratories on the University of Il-
linois campus at Urbana-Champaign.

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Crop and water quality responses to digested sludge applications on __ the
field lysimeter plots (Northeast Agronomy Research Center) - The first
sludge applications to the Elwond lysimeter plots started in May 1969.,
and have been continued to be made as often as possible.  The maxiEun
sludge rate is cleLeruiinacl by rainfall, the crop zo be grown an(f Its
tillage requirement s and the dewatering rate of sludge following ap-
plication onto soils.  In seasons of high rainfall and for crops like
corn and soybeans wheve the soil has to be relatively dry for plowing,
seeding, and cultivation the amount of sludge that can be applied is
severely restricted.  Similarly, from t-he latter part of November until
the middle of March, low evaporative losses of sludge water, frozen soil,'
and snow essentially stop all sludge applications.  As of November X9/0,
a maximum of approximately 25.4 cm of digested sludge has been applied
to the lysimeter plots.  The dates and amounts of sludge applied to thp
lysimeters in 1969 and 1970 are listed in Tables 7 and 8.  Tb.is listing
will facilitate interpretation of the d?t~ from crop and water analyses
presented in this report.

The check plots annually fertilized wi*-b inorganic M, P and K fertili-
zers at rates prejioasly specified provide plant nutrients in quantities
more than adequate for maximum crop production.  No heavy metal trace
elements such as Zn, Cu, Fe, Mn, are added to the check plots in the
form of fertilizers.  However, as previously mentioned, all check plots
are irrigated with well water at the same time and in amounts equivalent
to that applied as a constituent of sludge on the maximum treated plots.
The runoff and leaching water samples collected from the lysin^yer fa-
cility are analyzed for Nlty-N, N03-N, P04 , Cu, and electrical conduc-
tivity on a routine basis.  During the early period of the investigation
before appreciable quantities of sludge could be added to the lysimeter
plots, the composition of the drainage waters was relatively unaffected
by sludge rates.  However, with time and  sludge accumulation the in-
fluence of sludge rates on nitrates and conductivity became apparent.
Toward the. end of the growing season in 1970, Che accumulation of sludge
influenced the results of water analyses more than was apparent earlier.
Runoff water was generally higher in P and lower in N03-N than corres-
ponding tile drainage water from check plots.

For the analysis of water samples, certain plots were assigned higher
priorities than others in terms of analytical sequence for runoff water.
Thus, when plots S-14 (Blount soil, maximum treatment) or N-2  (Plain-
field sand, maximum treatment) produced seven or more samples, each
sample in the series was analyzed in addition to a composite.  If fewer
than seven samples were produced during a sampling period, composites
were made for analyses.  In addition to these plots, water from Blount
soil plots S-l, 6, 7, 9, 11, 15, 21, 22; Plainfield sand plots N-15,11,16; and
Elliott soil plots S-12,3,5,17 was analyzed in preference to that ob-
tained from the remainder of the lysimeters,  Wa.ter samples from these
plots were usually composited over the sampling period prior to chemical
or biological analysis.


                                66

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Table 7.  Sludge applications on the south (corn) 22 lysimeter plots
          (Northeast Agronomy Research Center)
Date
1969
6/17-7/2
8/28
9/2
9/«°>
9/12
9/17
9/19
9/25
9/30
10/23
10/27
10/29
11/7
11/10
11/12
H./28
12/1
12/4
12/9
12/16
12/19
12/22
1970
2/5
3/17
4/10
4/24
6/9
6/11
6/19
7/1
7/2
7/6
7/8
7/10
7/13
7/16
7/17
7/21
7/22
7/24
Sludge
Application
cm

_
0.55
0.53
0.55
0.55
0.55
0.41
0.34
0.55
0.34
0.41
0.41
0.41
0.27
Q..-J4
0.41
0.41
0.41
0.41
0.41
0.41
0.41

0.27
0.27
0.41
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55

1/4 Max.
cm

0.21
0.35
0.48
0.62
0.76
0.90
1.00
1.09
1.22
1.31
1.41
1.51
1.62
1.69
1.77
1.87
1.98
2.08
2.18
2.29
2.39
2.49

2.56
2.63
2.73
2.87
3.01
3.14
3.28
3.42
3.56
3.69
3.83
3.97
4.10
4.24
4.38
4.52
4.65
4.79
Sludge Accumulation
1/2 Max.
cm

0.42
0.70
0.97
1.7.4
1..52
1.79
2.00
2.17
2.45
. 2.62
2,82
3.03
3.24
3,37
3 . 34
3.75
3.95
4.16
4.37
4.57
4.78
4.98

5.12
5.26
5.46
5.74
6.01
6.29
6.56
6.84
7.11
7.38
7.66
7.93
8.21
8.48
8.76
9.03
9,30
9.58

Max.
cm

0.84
1.39
1.94
2.49
3.04
3.59
4.00
4.34
4.89
5.23
5.65
6.06
6.47
6.74
7.09
7.50
7.91
8.32
8.73
9.14
9.56
9.97

10.24
10.52
10.93
11.48
12.02
12.57
13.12
13.67
14.22
14.77
15.32
15.86
16.41
16.96
17.51
18.06
18.61
19.16
                                  67

-------
Table 7.  (Cont'd)  Sludge applications on the south (corn) 22 lysimater
          plots (Northeast Agronomy Research Center)
Date
1970
8/12
8/14
8/17
8/21
8/26
8/28
8/31
9/2
9/11
2/10
Sludge
Application
Cul

0.55
O.i5
0.55
0. 55
0.55
0.55
U.55
0.55
0,55
0.53

1/4 Max.
cm

4.93
5.06
5.20
5.34
5.48
5.61
5.75
5.89
6,02
6.16
Sludge Accumulation
1/2 Max.
cm

9.85
10.13
10.40
10.68
10.95
11.22
11.50
11.77
12.05
12.31

Max.
cm

IS. 70
20.25
20.80
21.35
21.90
22.45
23.00
23.54
24.09
24.62
                                 63

-------
Table 8.  Sludge applications on the north (soybeans) 22 lysimeter
          plots (Northeast Agronomy Research Center)
Date
1969
7/4-7/14
8/29
9/3
9/9
9/15
9/18
9/22
9/25
10/23
10/27
10/29
11/10
11/12
11/26
11/28
12/1
12/4
12/9
12/16
12/17
12/22
1970
2/5
3/17
4/10
4/24
6/9
6/12
6/19
7/1
7/2
7/6
7/8
7/10
7/13
7/16
7/17
7/20
7/22
7/24
Sludge
Application
cm

-
0.55
0.55
0.55
0.55
0.55
0.55
0.34
0.34
0.41
0.55
0.55
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41

0.27
0.27
0.55
0.41
0.41
0.41
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55

1/4 Max.
cm

0.21
0.35
0.48
O.J2
0./6
O.-JO
J..03
1.12
1,21
1.31
1.45
Io58
1.69
1.79
1.89
1.99
2.10
2.20
2.30
2.40
2.51

2.58
2.65
2.78
2.88
2.99
3.09
3.23
3.36
3.50
3.64
3.78
3.91
4.05
4.19
4.32
4.46
4.60
4.74
Sludge Accumulation
1/2 Max.
cm

0.42
0.70
0.97
1.24
1.52
1.79
2.07
2.24
2.41
-2.62
2.89
3ol6
3.37
3.53
3.76
3.99
4.20
4.40
4.61
4.81
5.02

5.16
5,29
5.57
5.77
5.98
6.18
6.46
6.73
7.00
7.28
7.55
7.83
8.10
8.38
8.65
8.92
9.20
9.47
.
Max.
cm

0.84
1.39
1.94
2.49
3.04
3.59
4.14
4.48
4.82
5.23
5.78
6.33
6.74
7.16
7.57
7.98
8.39
8.80
9.21
9.62
10.03

10.31
10.58
11.13
11.54
11.96
12.37
12.92
13.46
14.01
14.56
.15.11
15.66
16.21
16.76
17.30
17.85
18.40
18.95
                                  69

-------
Table 8.  (Cont'd)  Sludge applicdi-iuns on uhe north  (soybeans) 22
          lysimeter plots (Northeast Agronomy Research Center)
Date
Sludge
Application
eta

1/4 Max
cm
Sludge Accumulation
1/2 Max.
cm

Max.
cm
1970

 7/27
 7/28
 7/29
 8/3
 8/5
 8/7
 8/10
 8/12
 8/14
 8/17
 8/21
 8/26
 8/28
 8/31
 9/2
0.55
0.55
0.55
0.55
0.5S
0.55
0.5.S
0.55
0.55
0.55
0.55
0.55
O.f)5
0.55
0.55
4.87
5.01
5.15
5.28
5.56
5.70

5.97
6.U
6.24
6.38
6.52
6.66
6.93
 9.75
10.02
10.30
10.5;
10.84
11.12
11.39
11.67
11.94
12.7,2
12.49
12.77
13.04
13.31
13.86
19.50
20.05
20.60
21.14
21.69
22.24
22.79
23.34
23.89
24.44
24.98
25.53
26.08
26.63
27.73
                                   70

-------
Lower or cile drainage water samples were usually composited over each
sampling period because it was 'assumed by some that the chemical com-
position of percolated water was more uniform in comparison to runoff
water.  We now know this is not a valid assumption.  Beginning in 1971,
after the analytical laboratory was reorganized, samples are not longer
compos iffvi,

A statistical summary of the chemical analyses of water samples from
the lysiineters is given in Table 9.  Runoff rate is indicated by the
number of bucket tips per 15 minute interval.  In some storms this has
exceeded 250 tips per 15 minutes.  The sampling devices collect a run-
off and tile drain water sample for analysis each time any one of thn
buckets go through a 42 tip cycle.  The reader will recall from the
description of sampling design that this is equivalent to a sample for
each 0.157 cm of runoff water and each 0.117 cm of tile drainage water.
Composite and series designations refer to water samples which were
composited over the sampling period prior to analysis, and to samples
in a series produced during a sampling period which were analyzed in-
dividually.  Sample number refers  to the order in which an individual
sample was collected during the collection period.

Statistical correlations were made of ammoaium, nitrate and phosphate
with each other, with sample number, with sludge accumulation, with
electrical conductivity, and with bucket tips per 15 minute interval,
The statistical analysis was performed on data from each of the soil
types separately instead of all data across soil types.  This approach
was chosen on the basis of substantial differences in runoff and drain-
age water distribution between silt loams and sand.  Most of the pos-
sible correlations were determined but those which are not included did
not show significance at .05 percent probability level or above.

Interaction of ions from samples collected in series is somewhat vari-
able.  Positive and negative correlations are found for ammonium vs ni-
trat, nitrate vs phosphorus and nitrate vs phosphate.  Since correla-
tions are not consistent for runoff or drainage water, it is questionable
whether these correlations have any practical significance.

Correlations of ionic concentrations with sludge accumulation are more
consistent.  The only negative correlations occur in Blount and Elliott
US samples.  All other runoff samples show positive correlations.  Ionic
amounts (ion x bucket tips) either showed no significance or are posi-
tively correlated with sludge accumulation.

Ionic concentrations do not correlate consistently with sample position
within a sequence of samples.  Apparently intensity of precipitation,
the sediment load, and rate of water flow varied too much during periods
of collection to show trends of increasing or decreasing ionic concen-
tration.  The ionic amounts do not correlate any better with sample
number.
                                 71

-------




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Significant correlations of ionic concentration and rate of water loss
(bucket Lips/15 rain,) are negative for ammonium in Blount US and Plain-
field UN, and positive in Elliott US.  Elliott US shows the only signi-
ficant correlation between phosphate and water loss rate.

Ionic interactions from composited samples when significantly correla-
ted are positive.  Thus, all ions tend to increase or decrease in con-
centration together.  Significant correlations between ions and sludge
accumulation are also positive as would be expected.  Nitrate and sludge
accumulation correlate positively with conductivity.

Nitrate and phosphate concentrations in lower drain water are unaffected
by discharge intensity, but are correlated with sludge accumulation.

The distribution of water collected as runoff and drainage from the
lysimeters is shown in Table 10.  The silt loam soils generally produced
more water as runoff than drainage in 1969.  In 1970, this trend was
generally reversed in the north (soybean) plots, but not in the south
(corn) plots.  The latter had a greater proportion of water lost as low-
er drainage in 1970 than in 1969, however.  Sand plots showed anomalous
losses of water.  Several lost more water than should be possible when
allowance for evapotranspiration is made.

Excess water lost from sand plots can be explained by the construction
of the plots.  A 3 x 15 m excavation was made for the sand, but an ad-
ditional 0.75 m of soil on each side was removed to a depth of about
0.3 m.  This allowed sand to continue into the border area.  Since the
fiberglass plot barriers are only 15 cm deep, a gap between them and the
sub-surface plastic liner exists.  Thus, the plots have 1/3 more surface
area effective in accumulation precipitation than the area of the plot
on which calculations are based.

Soybeans were grown on the north set of 22 lysimeter plots and corn on
the south 22 lysimeter plots established on the Northeast Agronomy Re-
search Center.  The soybean and corn yields for 1969 and 1970 are pre-
sented in Table 11.  In 1969, average corn yields were somewhat greater
on highly fertilized Elliott silt loam and Plainfield sand plots irri-
gated with water as compared to sludge-treated plots, but yields of
soybeans were not affected by treatment.  Again in 1970, average corn
yd elds were greater on control plots, but yields were not affected by
sludge application rates.  Average soybean yields were also greatest
on control plots, but unlike corn yields, were decreased with increas-
ingly greater rates of sludge applications.  Considering the frequency
at which the plots were spray irrigated, it is not surprising that yields
were decreased.  While the leaves of sludge irrigated soybeans appeared
to be healthy, they were considerably smaller with regard to surface
area than those on plants irrigated with equivalent amounts of well water.
Thus, it appears that yields were reduced by lower photosynthetic rates
                                 79

-------
Table 10.  Distribution of runoff and drainage water from the lysimeter
           plots (Northeast Agronomy Research Center) in 1969 and 1970.
           Measurements 'ȣ runoff and drainage water were initiated in
           June 1969
Year

1969
.1970
1969
.1970
1969
1970

1969
1970
1969
1970
1969
1970

1969
1970
1969
1970
1969
1970
Plot.
No.

N-3
N-6
N-14

N-8
N-10
N-17

N-4
N-18
N-20
Total
Water &
Rainfall
cm
49.8.3
72.47
49.83
72.47
49.83
72.47

43.15
66.85
43.15
66.85
43.15
66.85

45.67
72.49
45.67
72.49
45.67
72.49
cm
Blount
18,42
29,29
5.33
20.07
10.95
22.96
Blount 1/4
10.34
27.41
11.81
43.76
14.83
17.02
Blount 1/2
5.03
17.93
5.99
19.15
13.11
27.64
Recovery
Total
Applied

Check
36.9
40.4
10.7
27.7
22.0
31.6
Maximum
24.0
41.0
25.4
65.5
34.3
25.4
Maximum
11.0
24.7
13.1
26.4
28.7
38.1
Distribution
Runoff
°t

36.5
34.6
9.8
10.1
21.8
26.8

22.0
10.1
17.6
6.3
33.8
17.3

5,7
8.4
12.3
10.3
26.7
14.5
Drainage


0.4
5.8
0.9
17.6
0.2
4.8

2.0
30.9
7.8
59,2
0.5
8.1

5.3
16.3
0.8
16.1
2.0
23.6
Blount Maximum
1969
1970
1969
1970
1969
1970
N-5
N-19
N-22
50.67
83.74
50.67
83.74
50.67
83.74
4.04
32.16
7.42
19.15
10.64
96.27
15.0
38.4
14.7
22.9
21.0
44.6
8.0
4.5
14.5
9.3
18.4
15,0
7.0
33.9
0.2
13.6
2.6
29.6
                                80

-------
Table 10.  (Cont'n)  Distribution of runoff and drainage water from the
           lysimeter plots (Northeast Agronomy Research Center) in
           1969 and 1970.  Measurements of runoff and drainage vater
           were initiatated in June 1969
Year

1969
197U
1969
1970
1969
1970

1969
1970
1969
1970
1969
1970

1969
1970
1969
1970
1969
1970
Plot
No.

S-l
S-15
S-19

S-7
S-16
S-22

S-6
S-ll
S-18
Total
Water &
Rainfall
cm
49.35
72.75
49.35
72.75
49.35
72.75

43.13
63.96
43.13
63.96
43,13
63.96

45.62
69.09
45.62
69.09
45.62
69.09
cm
Blount Cbe(
9.40
27.76
19.33
20.62
6.91
16.92
Blount 1/4
17.88
25.58
15.93
17.58
8.53
21.64
Blount 1/2
9.98
7.52
10.54
21.06
15.60
21.59
Recovery
Total
Applied

:k
19.0
38.1
39.2
28.3
14.0
23.2
Maximun
41.4
39.0
36.9
26.8
19.8
33.0
Maximum
21.8
10.9
23.1
30.4
34.2
31.2
Distribution
Runoff
,- %

14 _ 7
19.4
38.8
24.6
13.0
6.6

40.7
31.3
35.7
19.6
19.6
4.8

21.6
5.9
19.9
12.8
33.4
18.5
Drainage


4.3
18.7
0.4
3,7
1.0
16.6

0.7
7.7
1.2
7.2
0.2
28.2

0.2
5.0
3.2
17.6
0.8
12.7
Blount Maximum
1969
1970
1969
1970
1969
1970
S-9
S-14
S-21
50.62
75.34
50.62
75.34
50.62
75.34
16.43
16.87
18.92
20.42
17.30
24.03
32.5
22.3
37.4
27.1
34.2
31.9
32.1
13.8
35.6
14.1
32.5
16.3
0.4
8.5
1.8
13.0
1.7
15.6
                                 81

-------
Table 10.  (Cort'd) Distribution of runoff and drainage water froa the
           lysimetsr plots (Northeast Agronomy Research Center)  in
           1969 and 1970,  Measurements of runoff and drainage water
           were initiated in June 19S9
Year

Total
Plot Water &
No. Rainfall
cm

cm
Recovery
Total
Applied


Distribution
Runoff Drainage
%



Blount Check
.1969
1970
1969
1970
N-l 49.83
72.47
N-9 49.
72.
83
47
8.66
34.52
13.00
28.35
Elliott 1/4
1969
1970
N-7 43.
66.
15
35
27.69
13.72
Elliott 1/2
1969
1970

1969
1970
N-21 45.
72.

N-13 50.
83.
67
49

67
74
3.33
32.26
Elliott
4.19
10.08
17.
47.
26.
39.
Maximum
64.
20.
Maximum
7.
44.
Maximum
8.
12.
4
7
1
1

1
6

3
5

2
0
14,
18.
23.
19.

60.
2.

6.
17.

7.
5.
1
5
0
3

3
4

3
6

4
7
3.
29.
3.
19.

3.
IS.

1.
25.

0.
6.
3
2
1
8

8 '
2

0
9

8
3
Elliott Check
1969
1970
1969
1970

1969
1970

1969
1970

1969
1970
S-2 49.
72.
S-17 49.
72.

S-5 43.
63.

S-3 45.
69.

S-12 50.
75.
35
75
35
75

13
96

62
09

62
34
12.93
16.43
15.88
20.87
Elliott
5.72
12.45
Elliott
12.83
11.33
Elliott
26.
22.
32.
28.
2
6
2
7
24.
18.
30.
26.
3
2
9
4
1.
4.
1.
2.
9
4
3
3
1/4 Maximum
13.
19.
2
0
12.
14.
0
3
1,
4 =
2
7
1/2 Maximum
28.
16.
Maximum
17.15 33.
54.00 71.
1
4

9
7
26.
7.

27.
40.
7
4

1
2
1.
9,

6,
31.
4
0

8
5
                                  82

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Table 10, (Con.t'u) Distribution of runoff arid drainage water  from i:be
          lysimeter plots  (Northeast Agronomy Research Center)  in
          1969 and 1970.  Measurements of runoff pnd drainage water
          were initiated in June 1969
Year

1969
1970
1969
1970

1969
1970

1969
1970
Total Recovery
Plot Water & Total
No. Rainfall Applied
cm cm
Plainfield i
N-12 49.83 9.02
78.66 70.54
N-16 49. 3 J la.. 36
78.66 50/77
Plainfield 1/4
N-ll 49.83 37.69
78.66 143.08
Plainfield 1/2
N-15 4J.67 7.11
71.42 38.20

Check
18.1
89.6
23.2
64.1
Maximum
87.4
215.7
Maximum
15.6
53.5
Distribution
Runoff Drainage
7

12.2
16.7
17.3
18.4

18.1
10.7

12,1
10.3


5.9
72.9
5.9
45.7

69.3
205.0

3.5
43,2
Plainfield Maximum
1969
.1970

1961
1970
1969
1970

1969
1970

1969
1970
N-2 50.67 12.67
81.64 74.57
Plainfield
S-10 49.35 22.12
76.53 95.48
S-13 49.35 7.59
76.53 44.40
Plainfield 1/4
S-8 43.13 9.65
64.74 40.94
Plainfield 1/2
S-20 45.62 4,55
68.28 41.78
24.7
91.3
Check
44.9
124.7
15.7
58.1
Maximum
22.4
63.2
Maximum
9,9
61.2
10.6
14.4

10.9
11.7
8.2
9.0

15.4
10.6

4.1
14.7
14.1
76.9

34.0
113.0
7.2
49.1

7.0
52.6

5.8
46.5
Plainfield Maximum
1969
1970
S-4 50.62 3.84
75.34 13.74
7.6
18.2
7.5
4.9
0.1
13.3
                                 83

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Table 11.  Average corn and  soybean  yields  as tons per hectare
           on NEARC lysimeter plots  by sludge treatment,  soil
           types, and yr>.rvr.
Soil Type
Blount silt ioam
Blount silt loam
Elliott silt loam
Elliott silt loam
Plainfield sand
Plainfield sand

Blount silt loam
Blount silt loam
Elliott silt loam
Elliott silt loam
Plainfield sand
Plainfield sand
Year
1969
1970
1969
1970
Wfil
1970

1969
1970
1969
1970
1969
1970
Control
5.83
5.25
7.24
7.58
1.41
3.52
Soybeans
1.55
1.59
1.75
2.27
0.25
0.88
Sludge Treatment Rate
1/4 M 1/2 M Maximum
5.82
2.40
4.85
1.87
0.18
0.04

2.06
0.70
2.51
0.60
0.15
0.37
3.86
1.48
5.48
1.93
0.05
0.25

1.89
0.40
1.43
0.52
0.13
0.04
5.23
2.01
5.55
2.89
0.43
0.10

1.65
0.18
1.42
0.10
0.26
0.02
                                 84

-------
resulting from t".2 reduction iu light absorption.  The reduction in
light absorption by coating leaves with sludge; seemed to be greater
lor soybeans than for corn.  Soybeans, having pubescent leaves, are
prone ro accumulate more sludge solids on leaf surfaces than Corn or
at least the. solids are not shed as rapidly after drying.  Although
it was noted that sludge spraying was causing an adverse light absorp-
tion effect, frequent applications were continued in the interest of
obtaining high sludge loading rates on the soilso  Following the 1970
growing season, the method of irrigating the lysimeter plots with sludge
and water was changed to a ridge and furrow system.  Soybeans and corn
grown wiLl'i ridge and furrow irrigation should provide a more accurate
assessment of elemental uptake through the roots.

Chemical composition of plants - Plant chemical compositions were in-
fluenced by sludge application as shown in Tables 12, 13 and 14.  Zinc,
Fe, Al, and Cu Increased in concentration in corn leaves.  Zinc, Fe and
perhaps Al increased in concentration in corn grain.  Sludge addition
caused no apparent depression in any element's concentration.

With increasingly greater sludge application rates, Zn, Fe3 Ca, Al, ind
Cu increased in soybean grain, and Zn, Mn, Mg, P, Na, and Al increased
in soybean leaves.  No elements were depressed with sludge application.
All plant analyses indicate a high level of plant nutrients in the soil;
none indicates that crops might be detrimental to human or animal life.

South Farm Lysimeter Studies

Introduction - When the project was begun in April 1967 it was soon re-
cognized that it was improbable that the large, sophisticated, lysimeter
facility to be constructed on the Northeast Agronomy Research Center
would be operational during the first years of the project.  To obtain
some preliminary information while the larger lysimeter facility was
being constructed, the decision was made to use some small lysimeters
for digested sludge utilisation studies which had been established on
the University of Illinois Agronomy South Farm, at Urbana, Illinois.  The
small lysimeters, on the Agronomy South Farm, were originally established
to measure amounts of runoff and percolation water resulting from natural
precipitation and to determine leaching losses of soil constituents,
In 1937 triplicate profiles of each of eight soil types were collected
in galvanized steel cylinders which are 0,91 m in diameter and 1 m long
in as nearly an undisturbed condition as possible to be used in the small
lysimeter facility.  The encased soil profiles were set upright into the
soil around the periphery of a basement like structure so that their
surface was at the same elevation as the surrounding soil.  Before the
profiles were lowered into position, gravel and solid tubing were instal~
led at the bottom of each cylinder to convey the water percolating
through the soil profiles to outlets in the basement structure.  At the
surface of each profile a metal ring, fitted with a solid piece of tubing,
was installed in such a manner as to insure the collection of runoff
                                85

-------
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water and its conveyance to an outlet in the basement structure.  Thuc,
both runoff and drainage water'could be collected, but the small lysi-
meters were never equipped to provide for measurement of flow rates or
the collection of water samples representative of specific intervals of
total flow events.

The eight soil series represented in the South Farm lysimeters are
Brooklyn, Cisne, Cowden, Elliott, Soybrook, Herrick, Muscative, and Tama.
These soils have been described in detail by Stauffer and Smith (146).
Briefly, they may be described by saying they all are silt loams, de-
veloped under grass vegetation and, except for the Brooklyn series,
occupy extensive areas in Illinois.  Under natural conditions all oc-
cupy areas having slopes that vary from 0.5 to 3.5 percent, except the
Tama series which occurs on 3.5 to 7.0 percent slopes. ..The main differ-
ences between the various soil profiles are their differences in permea-
bility and internal drainage capacities.

Sludge, obtained from the Calumet Sewage Treatment Plant of the Metropo-
litan Sanitary District of Greater Chicago, was applied as received from
the digesters, i.e., as a liquid with about 3 percent solids.  Sludge
treatments were chosen on an estimation of the maximum liquid volume
which could be accommodated.  In 1967, rates of 2.54 cm and 1.27 cm inch
per eight days were chosen, and sludge application totals of 25.4 cm and
12.7 cm were realized.  In 1968, 1969 and 1970 rates of 2.54 cm and
1.27 cm per week were adopted, and the maximum yearly totals were 25.4 cm
and 18 m, respectively.  Commercial fertilizer, at the rate of 224 kg/ha
N, 112 kg/ha ?205» and 112 kg/ha K£0 was used on the control plots in
1968, 1969, 1970.  Where necessary, plots were irrigated with water to
equal the liquid volume of the maximum sludge rate.

Crop yields - Soybeans were planted in 1967.  In 1968, grain sorghum and
Reed canary grass were grown, and in 1969 and 1970 corn and Reed canary
grass were grown.

Whole soybean plants were harvested when the lower leaves began to yel-
low with maturity.  There appeared to be a toxic condition, especially
in the control lysimeters.  The toxicity probably arose from a high Zn
content in the soil (see Table 32) that apparently resulted from solu-
bilization of Zn from the galvanized metal containers used in the con-
struction of the lysimeters.

Yield data for soybeans are shown in Table 15.  Sludge-treated plots
produced significantly better grain and total plant yields than did the
controls.  Sludge additions ameliorated the toxic condition that was
apparent in the controls.
                                89

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Table 15.  Soybean yields from South Farm lysimeters, 1967.
Sludge
Treatment

25.4 cm
12,7 en
Control
Whole plant

288.8**
253.9**
78.2
.Grain
\ _ _ _ _ _
} *~
88.3
83.0
24.4
**
   Significantly different from the control at the 1% level.
Reed canary grass yields are presented in Table 16.  Sludge-treated
plots yielded significantly more than control plants from the first
cutting in each year.  Second cutting yields from sludge-treated and
control plots were similar.  Better physical condition of the soil
and/or availability of residual nutrients in sludge-treated plots pro-
bably accounted for the higher first cutting yields on sludge-treated
plots.


Table 16.  Reed canary grass yield means in grams dry weight; South
           Farm lysimeters.
Sludge
Treatment

Maximum
1/2 Maximum
Control
7/19/68

190.3**
132.5**
73.5
9/9/68

165.5
140.1
143.5
5/26/69
- - o(r
gv.c
239.1
231.6
78.3
9/18/69
1 TJ "^ _ — —
106.3
91.4
108.8
6/2/70

115
117
108
9/29/70

287
296
253
**
   Significantly different from the control at 1% level.
Means for sorghum grain yields were 430.4, 284.9, and 354.8 g for the
maximum, 1/2 maximum, and control, respectively.  Although the maximum
sludge application produced the highest yield, the differences were not
statistically significant at the 5 percent level (see Table 17).  Sludge-
treated plants matured a few days earlier than control plants.

Average corn yields are given in Table 17.  Unfortunately, leaf blight
affected the 1969 yield.  Yieldg from sludge-treated plots were more
severely reduced because the disease affected those plants earlier than
the ones grown on control plots.

-------
T;>ble 17.  Sorghum (1968) and corn grain (1.969, 1970) yields for plants
           grown ir. South Farm'lysimetera.
Sludge
Treatment
Maximum

i/2 Maximum

Control
Sorghum
dry wt. g
1968
430.4
284.9
354.8
5%
1969
180.61
260.93
349.1.8
Corn
moisture g
1970
638.5
474.9
5^7-0
Leaf samples for chemical analysis were collected before the fungal
disease symptoms appeared.  Sourthern leaf blight affected the plants iu
1970, but did not affect the yield as much as the blight in 1968.  Con-
trary to 1969 conditions, sludge-treated plants showed blight symptoms
later than the control plants.

Plant chemistry - Addition of 2.5 cm of sludge containing 2000 ppm N
provides about 250 kg/ha of N approximately half of which is in the
NH4-N form.  Therefore, during each of the first two seasons, the equi-
valent of several thousand kg/ha of N was added.  Plants were analyzed
for total N to determine how sludge application rates affected N content.

Nitrogen contents for soybean leaves and grain are presented in Table 18.
Leaf values were 3.42, 3.75, and 4.45 percent for the three sludge ap-
plication rates in ascending order.  Nitrogen contents of the grain were
3.94, 4.61, and 4.87 percent for increasing sludge application rates.
Thus, N in plant tissues increased as expected with increasing applica-
tions of N from the sludge.

Table 18.  Nitrogen content of soybean plants grown in South Farm lysi-
           meters, 1967.  Data are reported on oven dry (60°C) basis.
Sludge
Treatment                        Leaves                       Grain
25.4 cm                           4.45                        4.87

12.7 cm                           3.75                        4.61
Control                           3.42                        3.94
                                 91

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Total percent- nitrogen conteut means tor three cuttings or Read
grass, one from each of the three 1968, 1969, and 1970, are listed in
Table 19.  Nitrogen values ranged from 2.13 to 4.09 percent dry weight
for a. control and maximum sludge rate, respectively.  The high N fer-
tilization rates had no apparent deleterious effects on the grass crops,
and total contents were not significantly changed by sludge applica-
tions „
Table 19.  Total N content of Reed canary grass and sorghum leaves
           from South Farm lysimeters.  Data are reported for oven-
           dried (60°C) tissue.
Sludge
Treatment

Maximum
1/2 Maximum
Control

1968

4.09
3.89
3.47
Reed Canary
1969

3.11
2.88
2.13
Grass
1970

%_ _ _
2.75
2.41
2.65
Sorghum
1968

2.49**
2.37**
1.48
**
   Significantly different from the control at the 1% level.
Concentrations of total N in grain sorghum leaves are also listed in
Table 19.  They are 1.48, 2.37, and 2.49 percent with increasing sludge
application rates, respectively.  The significant increases in total N
contents of the crop with the abnormally high fertility levels resul-
ting from sludge irrigations were not very different from results de-
termined in a state-wide plant nutrient survey (165).

Nitrogen concentrations in corn leaves and grain from the 1969 crop
are presented in Table 20.  Each of the plant parts contains more N as
a result of sludge fertilization than was accumulated from inorganic
fertilization.  The higher fertility level achieved by addition of sev-
eral tens of centimeters of sludge is reflected in unusually high con-
centration levels of N in corn grain.

Digested sludge has a rather high complement of heavy metals especially
with regard to Cu, Zn and Mn which are essential in small quantities
to plants and Cd, Pb and Cr which are nonessential.  Both essential and
nonessential heavy metals are usually toxic to plants at relatively low
available soil concentrations.  Because they are polyvalent, they are
held rather tightly by the soil colloids which reduces their availability
                                 92

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Table 20.  Nitrogen concentration of corn raised on South Farm lysi-
           oieters, 1969.  Data are reported for oven-dried (60°C)
           tissue.
Sludge
Treatment

68.8 cm
34.4 cm
Control
Leaf
' 7
1.99
2.12
1.84
Grain

2.31
2.19
1.75
to plants.  In the case of sludge, they are present as hydroxide (76)
or other precipitated or complexed form in the solid phase.  As long
as soil pH remains neutral, or above, heavy metals shoulcl not become
very available to plants from a sludge source.  However, the potential
hazard of toxicity from extended application of digested sludge to
cropped land is a distinct possibility because one incident has been
reported where raw sewage was applied on the same area for several de-
cades (130).

Copper, Mn, Ni, and Zn concentrations found in soybeans are listed in
Table 21.  Lead and Cr were not detected.  Copper concentrations in the
grain of 8.1 to 9.0 ppm were considerably less than the 29 to 32 ppm
found in leaves.  Concentrations measured in this study were rather high,
but differences in Cu, Ni and Zn contents in tissues due to sludge treat-
ment were not significant.

Manganese concentrations in soybean leaves were significantly different
for sludge treatments while Mn levels in the grain were not.  It is
easier to influence the leaf composition than it is -the grain.  Concen-
tration levels in leaf tissue ranged from 62 to 145 ppm for the control
and maximum rate, respectively.

Zinc concentrations in leaves and grain of sludge-treated and control
plants were unusually high.  Since the control plants were also high in
Zn, it was obvious that much of the Zn found in the plant samples came
from the contaminated soils and not entirely from the sludge.  Zinc
levels in all plants, including controls, were sufficiently high to be
considered in the toxic range.

Even though sludge treated plants contained higher concentrations of
Zn than the controls, the treated plants showed less toxicity.  These
results support the theory that Zn and P interact and since the sludge
added the equivalent of several hundred pounds per acre P, it may have
restored a more normal ratio between the elements, thereby reducing
toxicity effects.

                                  93

-------
Table 21.  Selected m:lC7:oelement concentration levels in soybean
           leaves and grain from South Farm lysimeters, 1967.  Data
           are reported for oven-dried (60°C) tissue,.
Sludge
Treatment                  Mn          Zn          Cu          Hi
Leaves
25.4 cm                   145**       1186         29          7.2
17..7 cm                   129**       1251         29          7.2
Control                    62          827         32          5.2
Grain '
25.4
12.7 cm
Control

38
58
42

178
178
137

8.1
9.0
> 8.1

7.6
7.3
11.0
**
   Significantly different from the control at the 1% level.
Nickel concentrations in leaves and grain were approximately the same,
and differences due to sludge treatment were not significant.

Micronutrient concentrations in Reed canary grass are presented in
Tables 22, 23 and 24.  Cadmium and Cr were not detected.  Manganese
concentrations were increased with increasing sludge application rates
in both 1968 and 1969.  Manganese concentration levels in second cut-
tings for all sludge treatments were higher than the controls.  Copper
concentration levels reflected the added sludge in the first cutting
but not in the second.  Zinc concentration levels in the grass tissue
were exceedingly high in all cuttings but only in the second cutting
of 1968 were the levels significantly associated with sludge applica-
tions c
                                  94

-------
Table 22.  Chemical element concentration levels in two cuttings of
           Reed canary grass from South Farm lysimeters, 1968.  Data
           are reported for oven-dried (60°C) tissue.
Sludge
Treatment
50.8 cm
25.4 cm
Control
Mg Mn Zn
7/19 9/9 7/19 9/9 7/19 9/9
_ ?_.. _ _______n
* _______p
.226 .198 104** 154 845
.223 .350 49** 96 895
.292 .300 31 30 1168
pm — — "
823**
976**
635
Cu
7/19 9/9
33*
25*
18
32
40
40
*   Significantly different from the control at the 5% level.
**  Significantly different from the control at the 1% level.
Table 23.  Selected macroelement and microelements in two cuttings
           of Reed canary grass from South Farm lysimeters, 1969.
           Data are reported for oven-dried (60°C) tissues.
Sludge
Treatment


50.8 cm
25.4 cm
Control

68.8 cm
34.4 cm
Control
Ca
a
— — y
.259
.229
.197

.142
.386
.174
Mg Cu
c _ _ • _ _ _
5/26/69
.194** 17
.196** 12
.li2 9
9/18/62
5.0
5.1
7.8
Fe


156**
142**
125

76
71
63
Ni

- ppm -
5.1
4.3
4.0

4.6
3.0
1.4
Zn


595
585
550

1225
1070
1030
Mn


114**
62**
32

193**
94
36
**  Significantly different from the control at the 1% level.
                                  95

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96

-------
 ConcentratJ-onG cf nutrient elements in sorghum leaves and grain are
 shown t«  Table 25.  Calcium, Mg and Cu contents did not vary signifi-
 cant.V with  sludge treatment.  Like soybeans, nutrient element contents
 of the grain were much lower than that of the leaves.  This phenomenon
 ^uuld  be  useful if sludge application induces higher than normal heavy
 metal  uptake, particularly where the edible plant part is the grain.

 Zinc and  Mn  concentrations in leaves and grain and Fe concentrations
 in grain  showed highly significant increases with sludge applications.
 Nickel, Cr and Pb were not detected in leaves or grain.
Table 25.  Chemical element concentration levels in sorghum leaves and
           grain from South Farm lysimeters, 1968.  Data are reported
           for oven-dried  (60°C) tissue.

Sludge
Treatment        Mg       Ca       Cu       Fe       Zn       Mn
               :               Leaves
50.8 cm          .414               32               717**    173**

25.4 cm          .422               41               589**     76**

Control          .220               38               252       16
V
50.8 cm
25.4 cm
Control

.162
.161
.137

62
75
67
Grain
3.25
3.44
2.86

56**
57** .
32

60**
58**
30

14**
11**
5.8
**  Significantly different from the control at the 1% level.
Chemical element concentrations found in corn leaves and grain are pre-
sented in Tables 26 and 27, and on Mn concentrations in leaves showing
a significant response to sludge treatments.  Only trace amounts of Pb
were detected in a few samples, but Cr and Cd were not present in suf-
ficient amounts to be detectable.
                                   97

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Table 27.  Chemical element concentration levels in corn leaves
           from South Farm lysimeters, 1969.
Sludge
Treatment

68.8 cm
34.4 cm
Control
Cs Mg

0.761 0.593
0.797 0.869
0.7bj 0.674
Fe

215
147
181
Mn

153**
45**
28
Za

- ppm -
1120
1031
881
Cu •

12
13
17
Ni
*
1.0
1.1
1.1
** Significantly different from the control at the 1% level.
Boron and Cu contents decreased or remained about constant from the
first sampling to the second (at silking) in 1970 leaf tissues.  The
other elements increased in concentration in samples collected at the
later growth stage.  Most showed increases in concentration with ad-
dition of sludge, but concentration levels were not affected as much
in grain as they were in leaf tissues.

Table 28 shows the oil concentrations in corn grain as determined on
single kernels with nuclear magnetic resonance spectroscopy.  In both
years the oil concentration in sludge treated grain is higher than in
control grain.  However, the differences were not determined to be
statistically significant.
Table 28.  Oil concentrations in South Farm lysimeter corn grains.
Sludge
Treatment                         1969                    1970
Maximum                           4.32                    3.88
                                                             »
1/2 Maximum                       4.22                    4.23

Control                           4.20                    3.70
                                99

-------
The sludge-treated plants generally exhzoiteJ ^iih.mc.ed  '-'.n, Mn and Fe
uptake.   This  enhanced uptake may be partly •;, 7 "act Jo:  s.r aaolsi'on of
the elements in sludge, but there is good evidence thac  some of it may
be an indirect effect of sludge  addition,.  In uo r.aoe na.-.  there baft:
evidence  of  plant toxicitles resulting from sludge add x Lion  in rhe fouj
years of  this  lysimeter stucy.
Chemistry  or  sjxils - Mean soil  test  values .cui yll and concentration
levels of  available P and K as  decor-rained for cotr.biri.ed  soi]  samples
from all South Farm lysimete.r ploca  are shown in Table  30.   The 1967
values preceded planting and sludge  appij ca;. iocs.  At the  0  Lo 10 e:a
depth, soil pH values appeared  tn  he unaffected by sludge  treatments
except in  1969, when sludge trea^e-;,"-:., ::vjr:f-< ::n ii.c.-recS7-  ;Ln soil pE
values.  Available phosphorus and  n^cassiuir- rMn;?.?ar - ii:'.z\i  levels were;
increased  by sludge treatments,  axcep^  Cor fcca'-.s.vum .V. /,-jli;  in 1970,
Table 30„   Mean values for pH  and concentratic.ii levels  of  available
            phosphorus and potassium as determined  fee so1'! samplss
            collected from the  0  to .10 en depth of  soils represented
            in the South Farm lysimete:. ? „
Sludge
Tieatinent                pH               ^jl-.g/I.a             K kg/ha
1967
Maximum                 5.7                '^7                 400
1/2 Maximum             5.8                209                 497
Control                 S,e                20i                 A37

1968_
Maximum                 3,d                :jr4:' '               >21**
1/2 Maximum             : . 6                 ^ =.::'**               617
Control                 5.7                ':(',::                 3

1969
Max iraum                  t,""'               -: >'.'':"               8 0 4 * *
1/2 Maximum              I;, 9*               ,,.-"-•               j68*:V
Control                  ::  6                1 '                 i>78

1970
Maximum                  r ,. :'                ..'.')'""               41.7
1/2 Maximum              5,?                 ""4:';               329
Control                  :>,?                 'S3                  u'fs
     Significantly differ^nu  r.,,.c/.«! -1\- <  ,MJ:O'  -;;  _i t  i/, levei-

     Significantly djfi:erent  ::••,' ibr- i-^r';.;.1  ..   .-••.  '/•;. Jevci,

-------
Concentration levels of organic carbon in f!outh Farm lysimeter plots
are given in Table 31.  Organic carbon contents increased in sludge
treated plots, while the controls remained relatively constant as ex-
pected.  However, even with additional sludge applications soil organic
carbon concentration levels were not increased above levels found in
1968.
Table 31.  Organic carbon contents jln the 0 - 10 cm depth of South Farm
           lysimeter soils (percent dry weight).
SJ udge
Treatment
Maximum
1/2 Maximum
Control
Pre-treated
1.90
1.98
1.91
8/21/67
2.51**
2.19**
1.90
10/20/67
3.41**
2.95**
1.78
5/12/68
5.98**
3.37**
1.82
5/19/70
4.74**
3.17**
2.21
**
   Significantly different from the control at the 1% level.
Chemical element concentration levels as determined by 0.1 N^ HC1 extrac-
tion are presented in Table 32.  All chemical element concentration
levels determined increased, relative to the controls, in sludge amended
plots.


Table 32.  Heavy metal concentration levels (0.1 JJ HC1 extractable) in
           South Farm lysimeter soils, sampled 5/19/70.
Sludge
Treatment

94 cm
47 cm
Control
Mg

1005
624
409
Fe

r
3365
1919
504
Zn

1234
857
679
Mn

354
329
327
Pb

179
98
26
Cd

21
12
3
Ni

12
8
5
Ca

4256
2784
2641
Cr

57
29
<10
Cu

199
121
40
                                 101

-------
Two soils were sampled in the spring of 1970 at the depths of 0-10,
15.5-20 and 30-33 cm.  The soil samples were extracted with 0.1 N HC1
in the usual manner and analyzed for the several chemical elements
presented in Table 33.  Manganese was the only element which showed
any greater concentration levels with depth than in the soil surface.
Manganese uptake by plants has generally been enhanced with sludge
addition as has its loss in leachate.  Perhaps sludge has increased
the lability of Mn and it has moved downward in the profile.  The
higher concentration levels of other elements in surface samples com-
pared to levels in soil samples from lower depths reflect their addi-
tion in sludge.

Chemistry of leachates - Figure 19 shows mean monthly concentrations
of nitrate-N in leachate (drainage water) collected from the South
Farm lysimeters.  Analysis showed ammonium-N to be negligible.  August
1967 leachates from sludge-treated plots showed somewhat elevated
nitrate-N concentrations, but it was November 1967 before the nitrate
that had accumulated near the surface from sludge applications appeared
in drainage water.  After the initial flush, concentrations decreased
until June and July, when they increased slightly again.  Although the
lower sewage treatment was equal to one-half of the maximum, nitrate-N
concentrations for the lower sludge treatment were nearly as great as
those for maximum sludge applications.  Data for the next two seasons
showed that the nitrate poncentration differences more closely reflec-
ted sludge treatments.  The reasons for the small difference the first
year are not clear.

The 1968-69 and 1969-70 seasons (middle and right graphs, Figure 19)
show approximately parallel patterns of nitrate-N concentration from
sludge-treated plots.  An initial flush of nitrate was produced in the
late fall followed by a reductipn in concentration during midwinter..'
Another increase in early spring was followed by a decrease in late
spring.  The lower winter and higher spring concentrations are probably
in part a reflection of organic nitrogen mineralization and nitrifica-
tion processes.

Nitrate-N concentrations in drainage water from sludge-treated plots
have consistently been much higher than the USPHS drinking water stan-
dard of 10 ppm.  Moreover, they have been several times the levels
found in regular field tile drainage water.  The amount of ammonium
nitrogen added at the maximum rate, for example in 1969, was the equi-
valent of 1,764 kg/ha of nitrogen.  The total N added through 1970
exceeded an equivalent N application of 3400 kg/ha.  With N added in
amounts 15 to 30 times that of the crop requirement, large leaching
losses of N would be expected.  The conclusion is that the first limi-
tation to sludge loading rate is that of nitrogen content if nutrient
losses to the environment are to be minimized.
                                 102

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Drainage water from check plots remained at a level generally below
10 ppm of nitrate--N.  The anomalous increase in nitrate-N concentra-
tion in May 1968, (Figure 19) was due to severe and almost immediate
leaching of applied fertilizer.  Almost 13 percent of the added N was  •
leached in water collected within one week after the rain.

Toward examining the interaction of drainage water volume and nitrate-N
concentration, the two parameters are diagramed as monthly means for
the plots receiving the maximum sludge loading in Figure 20.  The lower
sludge treatments showed the same pattern.  Generally nitrate-N concen-
tration does not appear to be correlated with leachate volume.  It
might be expected that large volumes would produce a dilution effect
and thus be inversely related to N concentration levels in leachate.
This relationship is not evident in Figure 20 where the total drainage
effluent was collected during a drainage event.  More definitive infor-     V
mation about interaction effects are forthcoming from the various kinds
of water samples collected by the more sophisticated sampling equipment
in use at the larger field lysimeter facility on the Northeast Agronomy
Research Center.

Concentration levels for several chemical, elements in leachate samples
from two representative spring collections are presented in Table 34.
Copper, Cr and Pb were not detected in leachate collected during these
periods nor were they detected in other water samples collected from
the South Farm lysimeters.  Zinc and Mg showed a several fold increase
in concentration under the influence of sludge additions, and also at-
tained relatively high absolute concentrations in the leachate.  Losses
of these metals might be caused by ion exchange with soluble elements
in sludge such as ammonium nitrogen.  However, the evaluation of these
data must be tempered by the fact that it is very likely that some of
the metals which occur in the soils at exceedingly high concentration
levels as a result of dissolution of the container surfaces, may have
been more readily mobilized and leached following sludge applications
than would have been the case for normal soils amended with sludge.

Table 34.  Selected chemical element concentration levels in South Farm
           lysimeter leachate water.
Total sludge
applications

3/20/618
25.4 cm
12.7 cm
Control
Cd


0.08
0.04
<0.01
Mn


0.26
0.07
0.01
Zn

- - ppm -
25.2
8.4
2.3
Mg


141
63
10
Ni


0.12
0.08
0.03
                                 105

-------
Table 34. (cent)   Selected chemical element concentration levels in
          South Farm lysimeter leachate water.
Total sludge
applications

Cd . Ifa Zn

Mg Ni

4/10/69

50.8 cm              0.08      0.19      23.6      152       0.10
25.4 cm              0.04      0.06       7.1       65       0.07
Control             <0.01      0,0?.       3.0        9       0.02
                                  106

-------
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                                         107

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             LABORATORY AND SMALL SCALE FIELD STUDIES
Aeration Induced Changesin LiquidDlge^ted_ Siiwige Sludgj.

IntroducLion - Tb2 chemical composition of digested sludge varies to
some extent depending on whether if. is of domestic or industrial ori-
gin.  There, are some seasonal variations, too,  The digested sludge
can be grossly defined as a 2-5 percent solid suspension rich in N,
about half of which is present as NE4-N, P and small amounts of K.
The organic C-N ratio Is low (less than 5).  The liquid phase of di-
gested sludge contains most of the "?TH/, -N, only a few parts per million
organic C5 but is saturated with carbon dioxide and methane.  The
solid phase contains numerous metals such as Cu, £n, Ni, Fe., Cr, Pb,
as hydroxides and sulfides (69j(76).

Digested sludge is the product of a fermentation carried on in an
oxygen-free medium at a low oxidation-reduction potential.  Disposal
of this material on soils will necessitate transportation and storage
with exposure to air.  The purpose of this investigation was to ana-
lyze the chemical and physical changes which occur in the digested
sludge upon contact with the air, and to examine the effect of digested
sludge on germination of plant seeds.

Materials and Methods - Organic C analysis was performed by the proce-
dure of Mebius (103).  This method based on the principle of wet carbon
oxidation by a dichromate solution gives only the organic oxidizable C
but does not include the C from the carbonates or from methane.  Nitro-
gen was determined by the microKjelaahl procedure of Bremner and Keeney
(23) and Bremner and Edwards (22) .  Values for oxidation-reduction po-
tentials are given in terms of potentials between Pt and H electrodes
and were determined by using a conventional calomel reference electrode.
The metals  (Ni, Ct , Zn, Cu, Pb) were determined with a Beckman Model 979
atomic absorption spectrophotometer*

Seed germination was accomplished by a method similar tc that developed
by Guenzi and McCalla (50) for their study of soil extract inhibitors.
                                  10S

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The sc>eds wyere first immersed in the digested sludge for six hours.
They vere then incubated in a petri-dish on two Lavers of filter paper
(\\hattnan No. 1) soaked with 5 to 6 ml of digested sludge.
       s aeration of the digested sludge was carried out by passing
compressed air through the slurry contained in a 13 liter bottle for
11 days.  At different time intervals, aliquot samples were taken and
analyzed for their C , N and metal content, ptl, oxidation-reduction po-
tential (Eh), sedimentation properties, and odors.

Changes in the chemical and physical properties of the digested sludge
upon contact with the air - The results show that the digested sludge
properties can be grouped into two categories, namely those that changed
rapidly and those that remained unchanged by the aeration.  Great; and
rapid changes were observed in pH, Eh, NlI/j-N content (Figure 21), set-
tleability, and odor.  On the other hand, organic C, organic N, and
nitrite plus nitrate nitrogen contents of the digested sludge were not
significantly affected by tbe aeration process.

After forced aeration of the digested sludge for one day, its pH rose
by about one unit, the distinctive smell disappeared, and a light col-
loidal solution developed that remained cloudy even following centrifu-
gation of the material at 20,000 G for 30 minutes.  After the second day
of aeration, a sudden jump in the oxidation-reduction potential was ob-
served.  The NH, -N content of the digested sludge regularly decreased to
one-half of its original value after six days of aeration.  In the course
of 11 days of aeration, no decided decrease or increase in total organic
C or organic N content was observed.  Values fluctuated between the fol-
lowing extremes:   6.48-8.22 gm of organic C per liter and 732-822 mg of
organic N per liter.  During the course of those experiments, no signi-
ficant amounts of nitrites or nitrates were detected.

Aeration by bubbling air is too drastic a treatment to simulate the
conditions prevailing when digested sludge is transported in tanks and
impounded.  Therefore, another experiment was carried on with 400 ml of
digested sludge placed in a 500 ml beaker which was clamped in a rotary
shaker and gently swirled for two weeks.  The results obtained were
qualitatively similar to those found when compressed air had been pas-
sed through the digested sludge - no change in organic C or organic N
content, an increase in pH, and a decrease in the Nlfy-N content (Table 35)
At the end of six days, it was verified that most of the organic C as
well as the organic N was still localized in the solid phase of the
sludge while the liquid phase contained the NH^-N, and only small amounts
of organic C (0.15 to 1.50 mg C per liter).  After two weeks of incuba-
tion, the NIT4-N content had been reduced to 174 mg N per liter and no
significant amounts of nitrite and nitrate could be detected.  These
values were for a digested sludge including industrial waste collected
at the Calumet treatment plant, Chicago.  Similar results were observed
                                 109

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with domestic-type digested sludge obtained at the Urbana-Champaign
ii/eatment plant.  Whatever the conditions of aeration no r.olubllii.ci-
tion of the metals was observed during a two-week period,

Seed germination in digested sludge - The inhibitory action of digested
sludge on seed germination (corn, Illinois maise hybrid: Wt'gTMS x C103D,
Wayne soybean) is indicated by the data in Table 36.  The toxic proper-
ties were localized in tha digested sludge supernatant liquid which was
obtained as follows:  centrifugation first at 6000 G for 15 minutes
followed by centrifugation at 20,000 G for 20 minutes.  Sulfide toxi-
city is unlikely in as much as less than 0.05 ppm s2- were detected in
the sludge supernatant liquid while 0.3 ppm are. required to affect
plants (47).  The ash from the sludge supernatant liquor was not toxic.
The partial inhibition by total sludge ash indicated the possibility
of some salt or toxic metal interference.
Table 36.  Inhibitory effect of digested sludge on seed germination.
                                            Percent_ag_e_Germin_atipn
                                                          soybean
Tontrol*
Digested sludge
Digested sludge supernatant
Ashes** from digested sludge
Ashes* from digested sludge supernatant
100
19
n
50
TOO
100
0
0
66
100
*    Seed germination in 10~^ M CaCl2 aqueous solution.

**   Ashes obtained by combustion of the dried material at 500°C for
     12 hours.
Seed germination was still inhibited when the assay was performed asep-
tically with autoclaved digested sludge or with the digested sludge
supernatant liquor sterilized by filtration, thus preventing the micro-
bial proliferation observed around the seeds inside the petri-dish.

It was observed that upon storage in a cold room the digested sludge
gradually lost its toxicity.  An experiment was set up to investigate
the persistance of the inhibitory property.  For this purpose, three
200-ml aliquots of fresh digested sludge samples were aged for 5 days
at room temperature, in the following ways:  the first two samples were
left undisturbed in a 500 ml beaker, one under vacuum, the other one in
                                 111

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contact with the aix; the third 200-ml aliquot sample was placed ir. a
.iOO ml Erlenmeyer flask and shaken by rotary action to provide for a
more vigorous aeration.  Table 37 shows that 5 days of aeration improved
the digested sludge's capacity to support sesd germination.  Similar
results were noted with the sludge samples obtained from the experiment
reported in Fig. 21.  The toxicity could not be solely attributed to the
low redox potential of the sludge since some samples showing high redox
potentials (samples at 2,3,4 and 6 days of aeration) were still toxic.
Figure 21 indicates that the toxicity towards soybean seed germination
was reduced with decreasing concentration of ammonium in the digested
sLi'dge.  Ammonia toxicity towards plant development and seed germination
have been reported for concentrations as low as 0.20 mH NH3 (ag).
Levels of ammonia in P.XCCSS to this limit will be found in equilibrium
with 700 ppm NH4+-N for any pH values above 6.8, assuming that the
transformation NH3 (ag) -*• NH3 (g) does not occur.  Considering the high
pH of the digested sludge it is possible that ammonia was at the origin
of this toxicity.  To confirm this hypothesis, ammonium chloride as an
aqueous neturalized solution was added to aliquot sludge samples which
had been collected after 6 days of aeration with properties as shown
in Fig. 21.  The results indicated that, in order to reach toxic levels,
ammonium had to be added in concentrations much higher than those usu-
ally encountered in fresh digested sludge.  This indicated that ammonia
was not the main toxic factor possibly because some was lost by vola-
r.ili9!-3tion (Table 38).
Table 37.  Improvement of seed germination upon aging for 5 days of the
           digested sludge.
                                            Percentage Germination

                                              Corn       soybean
Control*
Aged under anaerobic conditions
Aged in contact with the air
Aged and swirled in contact with
the air
100
29
47
76
100
0
47
76
   Seed germination in 10~4 jj CaCl2 aqueous solution.
                                 112

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Table 38.  Soybean germination in digested sludge supplemented with
           ammonium chloride.
Ammonium-nitrogen added to the
   digested sludge (mg/1)                     Percent Germination
0*
300
600
1500
15,000
60
60
70
30
0
*  The digested sludge contained 527 mg/1 NH/f'-N.  It was the
   sample collected after 6 days of aeration with properties as
   shown in Figure 21.
Fresh sludge toxicity toward seed germination was confirmed in a green-
house experiment.  Corn seeds were, planted 2. ri cm deep in sand which was
supplemented with N, P, K {200 mg (NH^SO,^, 200 mg Ca (H2P04>2, and
200 mg KC1 per kg of sand}.  A mixture of water and digested sludge was
added on the sand surface to bring the moisture content to a level op-
timum for seed germination.  The equivalent addition of 2.5 cm (1 inch)
per week of fresh digested sludge totally presented seed germination,
while the application of 2.5 cm of digested sludge aerated for one week
did not interfere with the germination.  Addition of 1.2 cm of fresh
digested sludge reduced plant growth.  The tcxicity was not limited to
seed germination since the addition of fresh digested sludge supernatant
to the rooting system of a 1-week-old corn seedling induced degeneracy
of the plant within 12 hours.

Discussion - Reduction in ammonium-nitrogen content of the digested
sludge is brought about within a few days by aeration or by aging in
contact with the air.  Ammonium-nitrogen is volatilized since this oc-
curs at the observed high pH and is further evidenced by the odor of   \
ammonia.  The ammonium-nitrogen is not oxidized (at least over a 2-week
period) and the possibilities of nitrogen assimilation are slight in
view of the low carbon-nitrogen ratio of the digested sludge (C/N = 4.3).

The mechanism by which the pH of the digested sludge increases .on expo-
sure to air is not fully understood.  It is possibly that, upon aeration,
the concentration of the carbon dioxide dissolved in the digested sludge
decreases.  An aqueous solution of ammonium carbonate has a pH of 9.8
as opposed to the ammonium bicarbonate solution which shows a pH of 7.8.
                                  114

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 No mineralization was observed.   The  organic  C  and  organic  N of  the di-
 gested  sludge are not in  n  form  re.-idlly available  to  biochemical degra-
 dation  under these laboratory conditions.   A  similar  observation has
 been made by Prcmi and Cornfield who  reported that  no mineralization
 of the  sludge organic N fraction occurred  after an  incubation period
 in soil of eight  weeks at 30°C (121).   Digested sludge is  a stabilized
 material which is not amenable to immediate biodegradation, at least
 under laboratory  study conditions.

 One of  the main rate limiting factors to the  use of digested sludge on
 agricultural land will arise  as  a consequence of its  high  N content.
 Even though it is assumed that digested sludge  organic N is mineralized
 very slowly, there is enough  ammonium-nitrogen  in  a 3-4 cm application
 to satisfy the needs of a corn crop.   Use  of  an excessive  amount of
 digested sludge for irrigation may dangerously  increase the nitrate
 content of the ground water.   Yet,  the possibility  of removing N as
 ammonia by aging  of the sludge (in a  lagoon for example prior to irri-
 gation) may permit application of up  to 15 cm per  year for  irrigation.
 In this respect,  Premi and  Cornfield  have  noticed  that a 4  to 13 per-
 cent N  loss as ammonia could  be  expected following  land application of
 liquid  digested sludge (121).

 Vigorous aeration of digested sludge  for two  weeks  was insufficient to
 generate any biological exidation of  the ammonium  presumably because
 of the  absence of nitrifiers.   Seeding the digested sludge  with  acti-
 vated sludge and  aerating the mixture initiates a  rapid oxidation of
 the ammonium (83).   In soils,  the ammonium added with digested sludge
 is oxidized to nitrate (121).   If a soil harbors a  low population of
'nitrifiers at the time of digested  sludge  addition, one may expect
 an accumulation of nitrite  since the  ammonium cation  stimulates  the
 development of ^"i_tv_osonionas spp., but  ammonia inhibits the  develop-
 ment of nitrite oxidizing organisms (J) (111).   Premi  and Cornfield
 noticed a lag phase for the appearance of  nitrate  in  soils  heavily
 amended with digested sludge,  which they attributed to the  presence
 of organic matter (121).  However,  the lag phase may  have  corresponded
 to an accumulation of nitrite which persisted until the ammonia  con-
 centration was reduced and  Nitrobacter spp.,  were able to multiply.

 Aging of the digested sludge  in  the laboratory  for  one week was  suf-
 ficient to transform a material  otherwise  toxic into  a medium suitable
 for seed germination.   This would explain  why erratic results have
 been reported about seed  germination  in soils amended with  heavy loads
 of digested sludge (97)(106)(150).   It is  likely that high  rates of
 fresh digested sludge on  soils which  have  just  been seeded  may retard
 or prevent germination.  However, if  seeds are  planted one  week  after
 the first fresh sludge application, or if  the sludge  has been aged in
 contact with air, germination may proceed  normally.  Digested sludge
 toxicity could be avoided also by planting on ridges  with  furrow irri-
 gation.  It is also possible  that fresh digested sludges differ  in
                                  115

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 toxicity  - there  was  a marked  difference  in  the level of toxicity be-
 tween  the Calumet and the  Champaign-Urbana fresh digested sludges.
 The latter gave a maximum  of 40  percent  inhibition  even though  it had
 the same  ammonium content  as the Calumet  sludge.  Improvement of seed
 germination in soils  amended with  lagooned digested  sludge, as  opposed
 to fresh  digested sludge,  has  already been observed  by Lunt  (97).

 Effect of Sludge  Application on  Sp_il Atmosphere

 Introduction - The. fate  of nitrogen in sludge which  is added to soil is
 highly dependent  on the  level  of dissolved oxygen in the soil-water.
 With normal soil  conditions, ammonia is  oxidized to  the mobile  nitrate
 form which may be lost by  leaching,.  If  anaerobic conditions are created
 in soil containing nitrates, denitrifi cation occurs  with the. usual  evo-
 lution of nitrogen gas  to  the  atmosphere.

 A preliminary laboratory study was conducted to evaluate the effect of
 sludge application on oxygen concentrations  in soil.  Rates of  denitri-
 fication  of nitrates  added to  sludge-soil mixtures  were also evaluated.
 The work  reported here  is  a part of a master's thesis prepared  by
 Sze-Ern Kuo, Dept. of Civil Engineering,  University of Illinois.

 Description of experiment  - Experiments  were conducted with 19  cm
 diameter  laboratory columns containing 1.65  m of Plainfield sand.   A
 free water surface was maintained  at the bottom of  the columns. The
 columns were equipped with provisions for obtaining  samples of  the  gas
 in the soil at various depths.  Also, provision was  made for obtaining
 liquid samples at various  depths by applying a vacuum to sampling tubes.
'Liquid digested  sludge  from the  Champaign-Urbana waste treatment plant
 was added each week to  the top of  the columns without mixing.   Four
 columns were used and rates of application were 0.64, 1.3, 1.9, and 2.5
 cm/wk. In addition,  1.3 cm of water was added to each of the. columns
 weekly to simulate rainfall.

 Discussion of Results --  Samples  collected at a depth of 5 cm below  the
 surface of the soil following  0.64, 1.3,  and 1.9 cm sludge applications
 indicated that total  anaerobic conditions were not  created during the
 first  several hours following  sludge application.   No gas analysis  for
 the column receiving  2.5 cm/wk of  sludge could be obtained because  soil
 pores  at.  the 5 cm level  were  filled with moisture.   Hence anaerobic con-
 ditions would be  expected  near the surface of that  column.

 Figures 22 and 23 show  the variation of  the  carbon  dioxide content  in  the
 gas in soil pores at  the 15.2  cm and 45.7 cm depths as a function of  time
 during the first  four days following application of  sludge.  Note that
 the elevation in  C0£  concentration was most  pronounced at the 15.2  cm
 depth soon after  the application of sludge and that  the concentration  con-
 tinued to decrease with  time.  During  the first day following sludge  ap-
 plication the carbon dioxide  level was highest in the columns receiving
                                  116

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     10
      8
 CO
      4
      0

\
              \
   \
              \
                 \
                  \
        0
    20
               Amount  of  Sludge  Added
                	0.64  cm
               	1.27  cm
               	1.90  cm
                     2.54  cm
40       60
Time  (hrs)
80
100
Figure 22.  Carbon dioxide concentrations  in soil atmosphere at
           15.2-cm depth after various  sludge applications were
           made  on the soil's surface.
                         117

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% CO2
            2
                                   Amount of Sludge Added

                                       --	---  0.64 cm

                                       	1.27 era

                                       	1.90 cm

                                                2.54 cm
              0       20      40       60       80      100

                              Time  (hrs)
       Figure 23.  Carbon dioxide concentrations in soil atmosphere
                  at 45,7-cm depth after various sludge applications
                  were made on the soil's  surface.
                             118

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the largest amount of sludge indicating that the amount of microbial
degradation of organic materials was-greatest in those columns.  How-
ever, then the carbon dioxide level decreased in the heavily dosed
columns to levels below those in the columns receiving less sludge.
A possible explanation for this observation is that soil structure was
imporved by increasing sludge applications to the extent that gas in
soil pores in the columns receiving heavy sludge doses was afforded
greater opportunity for interchange with the atmosphere and concentra-
tion differences were equalized.  However, such a pronounced change in
soil structure, especially as it relates to an increase in porosity,
was not expected in such a brief period of time.

Figure 24 shows the results of gas analyses at various depths in the
columns one week after the first application of liquid digested sludge.
In all of the columns, 0 concentrations in the air within the soil de-
creased with depth and the abundance of carbon dioxide increased with
depth.  Note that after a week the depletion of 0 in the soil was
greatest in the lysimeter receiving 0.64 cm/wk of sludge and the least
in the lysimeter receiving 2.5 cm/wk of sludge.  This confirms the
trend noted in Figures 22 and 23.

The extent of oxygen depletion and the amount of carbon dioxide in the
air within the soil at the 0.75 and 1.35 m levels are shown in Figures
25 and 26 for a period of five weeks.  Sludge additions were made weekly
and the values shown were obtained one week after the latest sludge ap-
plication (just prior to addition of new sludge).

In the colunns which received 0.64 to 2.5 cm/wk of sludge along with
1.3 cm/wk of water, nitrates were first detected in the column leachate
after three weeks of operation.  Nitrate profiles in the soil column at
the end of the third, fourth and fifth weeks are shown in Figure 27.
Note that differences in thenitrate concentration of the soil moisture
in the four columns were not proportional to the differences in the
amount of sludge which the columns received.  Note also that at the end
of five weeks soil moisture nitrate concentrations had reached maximum
levels of from 300 to 800 mg/1 although high levels had not yet been
detected in the leachate.

It is of interest to know whether nitrate formed in the soil illustrated
in Figure 27 could be evolved as a gas through creation of controlled
anaerobic conditions.  In separate laboratory studies, nitrates were
added to digested sludge to assess the probable maximum rate at which
denitrificatiori might be expected to occur.  The rate of denitrification
of nitrates in sludge was found to be independent of the nitrate con-
centration until the nitrate level reached 1 or 2 mg/1.  The maximum
rate of the zero order reaction observed was about 10 mg/1 of nitrate
per hour at room temperature.  The rate depends on the characteristics
                                119

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            Sludge  Application  Rates
              	 0.64 cm/wk

              	1.27 cm/wk

              —<	1.90 cm/wk

              	 2.54 cm/wk
                  0.3       0.6       0.9

                          Depth  (m)
1.2
           10

          F8

           6

           4

          (-2
                                                             %CO2
Figure 24.  Oxygen and carbon dioxide concentrations of soil
            atmosphere with depth one week after different
            thicknesses of sludge had beea .applied to the surface.
                            120

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%cx
20

18

16

14

12

10
  j
 0

X

                               Sludge   Application  Rates
                                  	 0.64 cm/wk
                                  	1.27 cm/wk
                                  	1.90 cm/wk
                                  	 2.54 cm/wk
                                  I--0-
                                      N
                                                     ---0



                                            N
                 12345

                 Time  After  First  Application   (wks)
                                             %CO,
 Figure 25.  Oxygen and carbon dioxide  concentrations of soil
             atmosphere at 0.75-m depth with  time  and thickness
             of sludge applied on the surface as  the independent
             variables.
                             121

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    20
    16
    12
                            Sludge  Application  Rates
                                      0.64  cm/wk
                                 	1.27  cm/wk
                                 	1.90  cm/wk
                                 	2.54  cm/wk
                12345
               Time  After  First  Application   (wks)
                                                          10
                                                             %CO;
Figure 26.  Oxygen and carbon dioxide contents of soil atmosphere
            at 1.35-m depth with time and application rate of
            sludge as independent variables.
                            122

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Depth  in
Column
   (m)
  3 rd wk
• 4th wk
a 5th wk
                   400       800
                 N03  (pptn)
                                            0.6
Depth
  (m)
                                            1.2-
                                            1.8
                                                 1.27 cm/wk
                                   400        800
                                 N03  (ppm)
        1.8
          0        400       800
                N03  (ppm)
                                     Depth
                                      (m)
                                   400       800
                                 N03 (ppm)
  Figure 27.  Distribution of N03 with depth in soil lysimeters  after
              3, 4 and 5 weeks.  Sludge was added to>the  lysimeters  in
              the amounts of 0.64, 1.27, 1.90, and 2.54 cm at  the
              beginning of the experiment.
                              123

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of the digested sludge as illustrated by Figure 28.  The figure shows
the zero order denitrification curves obtained at various times from
the digested sludge maintained at 35 C in a laboratory digester for
five days.  As seen, the rate of denitrification decreased with stor-
age, i.e., continued digestion.  The pll of the sludge was constant at
about 7 during the five day period, although the Eh (oxidation-reduc-
tion potential) increased from -110 niv to -60 mv during the period.

Figure 29 shows the rate of denitrification of nitrate added to a
mixture of 50 gm sludge and 30 gm soil as compared to denitrification
in sludge alone.  In the sludge-soil mixture the rate of denitrifica-
tion continued to be independent ol nitrate concentration, but deni-
trif ication proceeded at a slower r;ite than in sludge alone.

Summary - Depression of the 0 content and elevation of the carbon di-
oxide content of gas in soil pores occurs as a result of sludge appli-
cation.  The deviation from normal atmospheric conditions initially is
greatest for soils receiving the greatest amount of sludge, but after
a few days, the trend reverses.

Extensive anaerobic conditions, as a result of biological utilization
of 0,were not created as a result of any of the sludge application
rates studied  (2.5 cm/wk maximum).  High application rates may produce
only brief anaerobic conditions by filling the soil pores with moisture.'

Loss of N through denitr. if ication of nitrate as a result of anaerobic
conditions in soil would be expected to follow zero order kenetics.
The rate of denitrification in soil  is less than in sludge alone.

Ammonia Volatili zation From Digested Sewage Sludge as Related to Land
App1ic at ions

Introduction -- When the economic aspects of a land application system
are considered, the possible shortage of available land or the desire
to minimize the initial cost of sludge spreading equipment may make
desirable the application of more than just enough sludge to provide
for the supplemental nitrogen needs of the crop.  In view of the pro-
bable limitations imposed by water pollutional characteristics of N
in sludge, studies of possible inoffensive losses of N are pertinent.
A loss which has been poorly quantified is the escape of ammonia from
liquid sludge by gas transfer.  Such losses could occur in digested
sludge storage facilities, during application and following applica-
tion.

When applied to land, N in digested sludge can have various fates de-
pending on the environmental conditions.  It may be lost in runoff from
the soil, leached to the ground-water, adsorbed on soil particles, taken
up by plants, used in the synthesis of microorganisms, volatilized and
lost to the atmosphere, or retained in an unavailable organic form.  Its
                                124

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                                Storage Times  of  Digested
                                Sludge  prior to  Experi ment (days)

                                                1
 N03
(ppm)  5

                               1.0         1.5

                              Time   (hrs)
  Figure 28.   Denitrification of N03 added to sludge held for different
              lengths of time.
                                125

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N03
ppm)
                                         Sludge -Soil
                                              ixture
          o
1.0      1.5      2.0

Time   (hrs)
  Figure 29.  Denitrification of NO^ added to sludge and a mixture of
             50 g of soil.
                          126

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fate, however, depends greatly on the form in x^hich it exists.  For in-
stance, loss by  leaching can occur only if a water soluble form, such
as ammonia or nitrate nitrogen, is present.  Nitrate is very soluble in
water in the presence of all common, cations (Handbook of Chemistry and
Physics, 1955),  Ammonia nitrogen is also water soluble, but its solu-
bility  is restricted by pH (42).  From the equilibrium equation for
ammonia in water:

                   NH3 + H20        ^  NH4+ + OH~                 (1)

and from the ion-product of water:

                         H20 —     ^  H+ + OH"                   (2)

it can be seen that if the concentration of H+ is decreased, i.e., the
pH is increased, the concentration of OH~ must increase to maintain the
equilibrium shown in equation  (2), which, in turn, forces a shift in the
equilibrium of equation (1) to the left.  Sinch NH^ is a gas, it may be
volatilized, thus, resulting in a net decrease in the ammonia concentra-
tion in the water.

Nitrogen contained in anaerobically digested sludge is primarily in two
forms, ammonia and organic N.  This is clearly understandable since any
nitrate or nitrite which exists in the digester feed is reduced under
the anoxic conditions which exist in the digester.  The relative amounts
of ammonia and organic N depend among other variables on the sludge age
and digester detention time since decomposition of soluble nitrogenous
compounds occurs during the acid regression stage of digestion, resulting
in the formation of ammonia and other compounds (43).

Considering, then, that sludge contains both ammonia and organic N, it
is well to recognize the N transformations which can take place when
sludge Is applied to soil:

     1.   Proteo]ysis is the enzymatic hydrolysis of proteins into pep-
tides and the further hydrolysis of peptides resulting in the release
of individual amino acids.
     2.   The amino acid groups are further decomposed by microbial action
into various nitrogen-free organic compounds and ammonia (NHg).  This
process is known as ammonification or deamination.
     3.   The combination of proteolysis and ammonification is commonly
known as mineralization - the conversion of organic to inorganic N.
The ammonia thus formed can either be utilized by plants and microorgan-
isms or, under favorable conditions, oxidized to nitrates.

     4.   The oxidation of ammonia to nitrate, which is accomplished in
two distinct steps by distinctly different microorganisms, is called
nitrification.  Nitrosomonas is capable of oxidizing ammonia to nitrite
(N02~) and Nitrobacter carries on the oxidation from nitrite to nitrate
(N03~).   Although a very few other genera of bacteria are capable of
performing these oxidations, these two are thought to be of most impor-
tance in the process (118).

                                  127

-------
      5.   Several microorganisms  are  able  to  cause  the  reverse  of nitri-
 fication by reclucint nitrate  to  nitrite und  further  to ammonia.  This
 phenomenon occurs under anoxic  conditions (163).

      6.   Other organisms are  capable under anaerobic conditions  to
 transform nitrates to Ji gas or  nitrous  oxides.  Known  as  denitrifica-
 tion, this process occurs to  a very  small extent in  well-aerated soils,
 but can  become pronounced in  soils  saturated with  water and  containing
 an abundance of organic matter.

      7.   Inorganic N can be converted to  organic N by  plants or  by
 microbial synthesis.  This process  is collectively known  as  immobili-
 zation.

 For more detailed discussions of the above N transformations which  can
 occur in soils and of the relative  significance of each,  the reader is
 directed to Alexander (2), Bear  (12), Burges (27), and Waksman (163).

 From the above information it can be seen that N contained  in  liquid
 digested sewage sludge not only  can  be converted into  several  different
 forms, but also has many possible fates when the sludge is  applied  to
 soil. Therefore, any attempt to determine how much  N  will  be  made
 available to the crop must be accompanied by an investigation  of each
 of the pathways N can take once  the  sludge is applied  to  the soil.   It
 is believed that two of the most important pathways  which reduce the
 amount of N available to the  crop are the leaching of  nitrate  and am-
 monia to the ground water and the volatilization and subsequent  loss
 of ammonia to the atmosphere.

' Scope of the investigation -  The purpose  of  this investigation was  to
 determine the rate of ammonia volatilization from  liquid  digested sewage
 sludge in a holding lagoon, and  to  derive a  mathematical  model to de-
 scribe such volatilization as it varies with pH, depth of sludge and
 mixing.   The reasons for conducting  the study of ammonia  volatilization
 in this  manner were twofold.

 Primarily the study was initiated to determine a method of  estimating
 one of the pathways nitrogen  in sludge can follow  when applied to soil.
 It was reasoned, however, that almost any facility designed to spread
 liquid sludge on cropland must,  by  necessity, include  a holding  lagoon
 to accommodate sludge produced  between applications  or when physical
 conditions prohibit application. Therefore, a laboratory study  using
 sludge columns of various depths was conducted to  simulate  conditions
 existing in sludge lagoons.

 Secondly, a mathematical model was  developed, which  was then programmed
 in Fortran IV, in order to study the interrelationship of the  factors
 of pll, depth of sludge and mixing as measured by the diffusivity coef-
 ficient.  Such a study using  only laboratory procedures,  would have been
 impossible considering the time available for the  investigation.
                                     128

-------
 The  laboratory  investigation consisted of two main parts:   (1) deter-
 mination  of  ammonia  profiles in  sludge and  (2) measurement  of the am-
 monia  evolved from the  surface of  sludge.  A single 1.5 m column was
 used to determine ammonia profiles, but five columns with depths ran-
 ging from 2.5 cm to  1.5 m were used to demonstrate the effect of sludge
 depth  on  ammonia evolution.

 Experimental equipment  and  procedures - Liquid digested sludge from the
 Champaign-Urbana Sanitary District Treatment Plant in Urbana, Illinois
 was  collected in carboys so that 25 liters was transported  to the lab-
 oratory for  use in the  investigation.  The  treatment at the Urbana
 Plant  consists  of split flow to both conventional activated sludge
 units  and trickling  filters, followed by anaerobic digestion of the
 solids, the  majority of which come from the activated sludge process.
 The  sludge was  taken directly from a sampling valve at the  base of one
 of the secondary digesters.

 The  average  suspended solids content of the sludge was 2.80 percent,
 and  the initial pH and  temperature values were 7.5 and 33.5°C.  The
 solids content  was determined by the "Residue on Evaporation" method
 and  the pH by the "Glass Electrode Method" as described in  Standard
 Methods for  the Examination of Water and Wastewater (1965) .  The ini-
 tial ammonia N  and organic  N concentrations, also determined according
 to Standard  Methods  (1965), were 363 mg/1 and 1030 mg/1, respectively.
 All  initial  determinations  were made on a composite sample  from all
 liquid sampling ports of the 1.5 m sludge column  (as described below)
 taken  shortly after  the column was filled with sludge.  Solids content
 and  pH were  determined  in triplicate, while ammonia and organic N deter-
'minations were  made  in  quadruplicate.  Ammonia N determinations were
 made by distillation into standard boric acid according to  Standard
 Methods (1965) , except  that the  endpoint of the back titration with
 standard  sulfuric acid was  determined by drawing a titration curve in-
 stead  of  using  an indicator.  This titration curve method is believed
 to give slightly better accuracy.  A statistical analysis of the method
 revealed  a coefficient  of variation of 2.0 percent (CV = 100 x standard
 deviation/mean) .

 Because temperature  plays a major role in the evolution of  a gas from
 solution, in the diffusion  process and in the biological reactions oc-
 curring in sludge, both the temperature of the sludge and the room tem-
 perature  were monitored.  The room temperature remained at  26.4 !t 0.2°C
 throughout the  course of the experiment.  Since the temperature of the
 sludge attained equilibrium (room temperature) after only 30 hours, its
 effect on the overall experiment was assumed to be negligible.
     column used  to  contain  the sludge and simulate a lagooned situation
was  fabricated from an  20.3 cm diameter  (19 cm inside diameter) plexi-
                                  129

-------
 glass tube,  1.65  m long with flanges  on both ends  as  shown  in  Figure  30.
 A solid bottom cover  vas bolted  to  the bottom flanges and a top  cover
 with two access holes was bolted to the top  flange.   Both top  and  bot-
 tom were sealed with  rubber 0-rings,  and the bottom was reinforced with
 bathtub caulk to  prevent leakage.   Sampling  ports, consisting  of 0.95 cm
 diameter glass tubing installed  through No.  10 rubber stoppers,  were
 positioned as shown in Figure 30.   The glass tubes extended about  5 cm
 into the column to facilitate collection of  representative  samples.
 When not in use the sampling ports  were closed by  clamping  the rubber
 tubing fixed to the outside end  of  the glass tubing.

 Samples were taken periodically  from all sampling  ports according  to
 the following schedule:

                  0 hr (composite)         309 hr
                118 hr                    452 hr
                165 hr                    527 hr

 All samples were  analyzed for pH and ammonia nitrogen as described above.

 The laboratory studies of ammonia profiles and ammonia evolved were con-
 current, therefore, the sludge used was identical  to  that used for the
 determination of  ammonia profiles as previously described.

 Five columns of various lengths, including the 1.5 m  column described
 above were used to simulate sludge lagoons of various depths.  The col-
 umns were constructed to accommodate sludge depths of 2.5  cm,  15.2 cm,
 0.3 m,  0.9 m and 1.5 m with a 15.2 cm free space  for air  circulation
. at the top of each.  All columns were constructed  of  20.3  cm diameter
 plexiglass with flanges and covers as described abov°.  Each column was
 equipped with an  air  flow meter  and inlet and outlet  tubes  positioned
 in the top access holes as shown in Figure 30.  Each  of the outlet tubes
 led to an ammonia absorption unit as illustrated in Figure  31.  Vacuum
 flasks x\reie used  for  the liquid  traps, and standard 125 ml  sintered
 glass air bubblers were used for the ammonia absorbing solution
 (0.124 N 1-12^04).   Vacuum was applied through a common manifold system
 connected to the  laboratory vacuum line through a  pressure  regulator.

 After each column was filled with fresh sludge and the tops were closed
 and sealed, 100.0 ml of ammonia  absorbing solution (0.124  N l^SO/j) was
 added to each of  the air bubblers and the air flow regulated to  about one
 1/min.    This flow rate was sufficient to renew the  air in the  free
 space about every five minutes and still permit over  99 percent  absorp-
 tion efficiency in the gas bubblers.

 Measurements of the ammonia concentration were then made at irregular
 intervals by titrating the absorbing sulfuric acid solution with sodium
 hydroxide of the appropriate normality  (0.100 N or 0.050 N).  After each
 titration fresh sulfuric acid was placed Jn each of the air bubblers and
                                   i.30

-------
AIR
            0.3 m
          0.15 m
                                          TO  AMMONIA
                                              ABSORPTION
                                              UNIT
                                                SAMPLING
                                                PORTS
    Figure 30.   Diagram of apparatus used  in determining NH3
               volatilization from sludge.
                        131

-------
                                                                     r-l

                                                                     O
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                                                                     n
                                                                     O
                                                                     
-------
the air flow restarted.  Sampling times were irregular since all units
could not be sampled simultaneously, however, it was attempted to make
titrations according to the following schedule:

                  1 hr                120 hr
                  3 hr                144 hr
                  6 hr                168 hr
                 24 hr                216 hr
                 48 hr                264 hr
                 96 hr                312 hr

Before the experiment using sludge was begun, a determination of the
ammonia content of the laboratory air was made by setting up an ammonia
absorption unit without a sludge column.  No appreciable ammonia was
collected during a run of 96 hr duration at a flow rate of one 1/min;
therefore, no ammonia absorbing unit was used to scrub the air going
into each column.

The method was further refined by running a statistical analysis on
12 replicate samples of a solution containing a known amount of ammonia.
This analysis revealed a very small coefficient of variation (CV) of
0.43 percent.

Results of laboratory investigation - The results of the 22-day study
of the ammonia profiles in liquid digested sludge are shoivn in Figure 32.
The experimental points are encircled and curves have been approximated
to fit the profiles.  Note that the abscissa is only a segment of the
whole scale and that the ordinate is inverted and shown as depth.

Since the. experiment was run under the most natural conditions possible ,
it was recognized that some difficulty would be encountered with solids
separation.  Indeed this was the case.  A definite interface between
the solid and liquid portion of the sludge was observed through the
clear plexiglass column.  A record of the interface height during part
of the laboratory run is shown in Figure 33.  It can be seen that a
definite equilibrium was attained with the interface height at about
the middle of the 1.5 m column.  This equilibrium was maintained through-
out the investigation.  The effect of this solid-liquid separation can
be clearly seen in the profiles of Figure 32 as indicated by the definite
change in curvature of the profiles at the 0.75 m level.

Note that, instead of decreasing, the concentration of ammonia N in the
sludge actually increased over the period of the experiment.  This im-
plies that the rate of ammonia volatilization was exceeded by the rate
of deamination under the conditions present in the laboratory run.  Note
also that the rate of deamination in the lower part of the column ap-
pears to have been greater than the rate of deamination in the upper
part.  This indicates that the sludge solids had a significant effect
                                 133

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on the deai:'. i n.i t J on process, a fact which is understandable since more
anmc>iii a can be fen.iv1>! where a greater organic IN source is present.
'Ihus, the de.nu i not i on process, .like1 aAJ biological processes, depends
on the quantity and availability ol tnitabJe substrate.

Ammonia volatilization curves for 1:h<" five columns used in the study
are sho\/n in Figure 34.  The depth of sludge is indicated by each
curve.  Note that the initial rate of ammonia evolution was linear
with time in all cases Investigated.  it is obvious, however, that the
three shorter columns were depleted of free, readily volatilized ammonia
during the coarse of the experiment.  In fact, the 2.5 cm became deple-
ted first, then the 15.2 cm column, then the 0.3 in column as expected.
Note, also, th.it the r.jte of evolution for the two longer columns  (ap-
proximately O.fi mg/hr) unpe'.rs to have been significantly lees than the
                       >r!'f. shorter ones (approxim;
                       the result of floating scar
average rate for the t
This is sui mised to be
                                                       1,0 mg/hr) .
                                                   which formed on the
surfaces of both the 0,9m and 1.5 in sludge columns.

Development oE a mathematical model - In the development of the mathe -
matical model it was necessary to make several simplifying assumptions.
Because the loss of ammonia from sludge involves not only deamination,
a biological process, but also diffusion of ammonia, a physical process,
many assumptions were required to simplify the problem.  For a descrip-
tion of the assumptions, derivation of the mathematical model, and  the
Fortran IV program used to achieve rapid analysis of the mathematical
model the reader should see the thesis prepared by R. B. Gossett, Dept.
of Civil Engineering, University of Illinois.

F_ac to r s af f e c t i n g aminen i a v ola 111 iza t ion - The effect of mixing on  the
rate of mass cransporl and subsequent evolution of ammonia from liquid
sludge was investigated by varying the effective diffusivity coefficient,
D, as empirically determined for use in the mathematical model from the
experimental data.  Values of D used in the investigation varied  from
9 x 10~4 m^/hr, that value which best fit the laboratory data, to
6.15 x 10~3 m2/hr, 1000 times the coefficient- of molecular diffusivity
of ammonia in water at 20°C  (128),  All of the values studied are with-
in the realm of slow mixing and were assumed not to cause rcsuspension
of the sludge solids.

Upon first consideration, mixing may be thought to be a ma_>;r factor
in the rate of ammonia evolution; however, the results of the computer
run using different values of D are evidence to the contrary.  Table  39
is a summary of the results showing percent total N evolved from  the
1.5 m column as it varies with time and difTusivity coefficient,  D.
As determined experimentally tho initial concentration of ammonia N,
soluble  organic N, and  insoluble organic N were 365,  260
                                                             770, res-
pectively, all expressed as mg/1 of N.  These values were used  in  com-
paring  the results  of  the model with,  the laboratory results.  The  pH
                                136

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137

-------
value of 7.62 and other rate constant values used in the mathematical
model where those determined from a best fit of laboratory data.
Table 39.  Percent total N evolved as NH3-N Crom a 1.5 m sludge column
           by varying the effective diffusivity coefficient,  D, to
           demonstrate the affect of mixing on ammonia evolution.
                              Values of D (10~3 m2/hr)
Time (hr)
168
336
672
1344
2016
2688
3360
4032
8064
0.9
0.42
0.85
1.76
3.73
5.81
7.94
10.07
12.16
23.43
1.8
0.42
0.86
1.79
3.81
5.95
8.13
10.30
12.44
23.92
3.6
0.42
0.87
1.81
3.86
6,02
8.23
10.43
12.59
24.18
5.4
0.43
0.87
1.82
3.88
6.05
8.26
10.47
12.64
24.27
6.15
0.43
0.87
1.82
3.88
6.05
8.27
10.48
12.65
24.28
Notice that the percent total N evolved as ammonia varies only slightly
with any change in D, even when a holding time of nearly a year is con-
sidered.  It is recognized that sludge probably would not be stored in
a lagoon for this period of time, however, a one year detention time is
used to emphasize the ineffectiveness of slow mixing on ammonia loss by
volatilization.  It must be noted that the mathematical model developed
is not meant to be applied to the study of violent or rapid mixing,
therefore, modification of the model would have to be made before the
effects of such phenomena could be investigated.

The effect of sludge depth on ammonia loss was studied by varying total-
depth in the model.  Values of depth used varied from 2.5 cm to 2.4 m.
The latter depth is a practical limit for sludge lagoon depth, and .the
former value simulated sludge applied to land with the assumption that
no evaporation or percolation of liquid occurs.  Although this assump-
tion is unrealistic over long periods of time, the use of a 2.5 cm
depth helps to illustrate the great effect of depth, or more appropri-
ately surface area to sludge volume ratio, on the loss of ammonia by
                                 138

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volatilization.  Table 40 shows the efj'ect of sludge depth on total N
loss by ammonia volatilisation.  It can be seen that the loss of am-
monia is relatively unaffected by depth from 0.15 to 2.4 m in the first
1344 hr (about 2 mo).  The 2.5 cm and 7.5 cm depths differ from the
rest only because of the small amounts of ammonia originally present
in the sludge.
Table 40.  Grams of NH3~N evolved /in  as a function of sludge column
           depth.

Time (hr)
168
336
672
1344
2016
2688
3360
4032
8064

0.025
4.97
7.76
10.52
12.78
13.99
14.79
15.31
15.67
16.31

0.075
6.11
11.36
19.76
30.88
37.49
41.58
44.18
45.87
48.87
Depth of
0.15
6.37
12.46
23.73
42.77
57.50
68.60
76.83
82.83
95.86
Sludge (m)
0.3
6.59
13.22
26.49
52.09
75.49
96.14
113.89
129.00
177.89
0.6
6.63
13.48
27.68
57.13
86.62
115.11
141.89
166.78
275.78
1.2
6.63
13.51
27.99
59.10
91.72
124.78
157.44
189.22
354.67
2.4
6.61
13.49
27.98
59.34
92.79
127.33
162.33
197.22
395.78
Although total N loss (gm NH3~N/m2) increases with depth, it is very in-
teresting to note the effect of expressing the results as a percent of
total N originally present in the column of sludge.  Table 41 demonstra-
tes this point.  Notice that the greatest percent loss, as expected,
occurs early in the lower depths, showing that mass transport of ammonia
through the bulk liquid is the predominant factor in controlling the
rate of ammonia loss under the given conditions.

The hydrogen ion concentration (expressed as pH, the negative logarithm
of the hydrogen ion concentration) effects the equilibrium between am-
monia, NH3, and ammonium ion, NH^+j in solution.  If the theoretical
equation for ammonia equilibrium in water is considered:
                       NH3 + 11+
NH4+
it can be seen that an increase in the hydrogen ion concentration (a de-
crease in pH) will force the equilibrium to the right, leaving less NH"3
                                 139

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Table 41.  Percent total nitrogen evolved as NH,.-N as a function of
           sludge column depth.

Time (hr)
168
336
672
1344
2016
2688
3360
4032
8064

0.025
18.8
29.3
39.7
48.3
52.9
55.9
57.8
59.2
61.6

0.075
7.7
14.3
24.9
38.9
47.2
52.3
55.6
57.7
61.5
Depth of
0.15
4.0
7.8
14 . 9
26.9
36.2
43.2
48.4
52.1
60.3
Sludge (m)
0.3
2.1
4.2
8.3
16.4
23.8
30.3
35.9
40.6
56.0
0.6
1.0
2.1
4.4
9.0
13.6
18.1
22.3
26.3
43.4
1.2
0.5
1.1
2.2
4.7
7.2
9.8
12.4
14.9
27.9
2.4
0.3
0.5
1.1
2.3
3.7
5.0
6.4
7.8
15.6
and forming more NH^"*".  On the other hand, a decrease in the hydrogen ion
concentration (increase in pH) will have the opposite effect, resulting
in an increase in NH^.  Because the rate of volatilization of NH3 depends
on the magnitude of Nllg concentration in the surface film, an increase
in pH will tend to increase the rate of ammonia volatilization by making
more NH-^ available at the surface film.

In developing the mathematical model it was assumed that NH3 and NH^
diffuse to the surface film at the same rate.  If, however, NH3 diffuses
more rapid]y or a gross increase in pH causes ammonia gas formation in
the bulk liquid, the  rate of ammonia volatilization would be further in-
creased by an increase in pH.

In this study pH was  varied from 6.0 to 11.0, values which were assumed
to be practical and economically feasible limits for lagooned sludges
with pH controlled.   Some sludges may naturally have a pH below 7.0 but
probabl}' not below 6.0.  On the other extreme, a pH of 11.0 can practi-
cally be achieved by  lime addition.  Table 42 shows the computer results
of the pll study.

It can be seen from Table 42 that an increase in pH to at least 9.0 can
be very beneficial in increasing the ammonia-volatilization rate.  In-
creasing the pH to higher values yields diminishing returns, therefore,
the economics of base adcition must be examined more closely if raising
the pH to higher values is considered.
                                 140

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Table 42.  Percent total nitrogen evolved from a 1.5 m column of
           shulgr nt different pH values.
                	pH
Time  (hr)

   168

   336
   672

  1344

  2016

  2688
  3360

  4032

  8064
6.00
0.01
0.02
0.05
O.JO
0.16
0.22
0.29
0.35
0.76
7.00
O.]0
0.21
0.45
0.97
1.54
2.14
2.76
3.38
7.10
8.00
0.93
1.86
3.78
7.77
11.81
15.76
19.54
23.11
39.55
9.00
4.29
7.70
13.71
24.12
32.67
39.51
44.86
48.97
59.16
10.00
6.83
11.35
18.79
30.64
39.50
46.00
50.70
54.05
60.98
11.00
7.23
11.86
19.44
31.41
40.24
46.65
51.24
54.49
61.09
Since the concentrations of ammonia and organic N in the digested sludge
obtained from the Urbana Treatment Plant may be somewhat lower than those
from sewage treatment plants receiving more industrial waste, the effect
of higher N content (RH4+-N = 800 mg/1, soluble org~N = 350 mg/1 and
insoluble org-N = 1050 mg/1) x
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Table 43.  Percent total nitrogen evolved Irom a L.r;> ni column of
           sludge at two different initial nitrogen concentrations,

Time (hr)
168
336
672
1344
2016
2688
3360
4032
8064
Initial Nitrogen
Low Nitrogen*
0.42
0.85
1.76
3.73
5.81
7.94
10.07
12.16
23.43
Concentrations
High Nitrogen**
0.54
1.10
2.23
4.58
6.99
9.41
11.79
14.12
26.53
*    NH4+-N =365 mg/1, soluble org.-^T = 260 mg/1, and insoluble
     org.-N = 770 mg/1.
**   NH4+-N = 800 mg/1, soluble org.-N = 350 mg/1, and insoluble
     org.-N --=• 1050 mg/1.
Conclusions - The following conclusions can be made based on the results
of this study:

     ]..  Under the laboratory conditions encountered in this investi-
gation (pH 7,6, room temperature of 26.4°C, depth of 1.5 m, and without
artificial mixing), the rate of deamination in liquid digested sludge
exceeded the late of ammonia volatilization resulting in an ammonia N
accumulation in the sludge even though the total N content decreased
slightly.

     2.  The rate of ammonia volatilization from liquid digested sewage
sludge x\'as determined under laboratory conditions and a mathematical   ^
mode], was derived to describe N loss by ammonia volatilization as it
varies with mixing, depth of sludge, pH, and initial concentrations of
ammonia and organic N.  Using the mathematical model developed in this
investigation, along with its inherent assumptions, it was determined
that:

     a.  Mixing of the sludge, within the narrox^ range of effec-
         tive diffusivity coefficients studied, had little effect
         on the rate of ammonia loss by volatilization.  This
                                    142

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     a. (cont)  conclusion cannot be generalized to include violent
         mixing, i.e. surface renewal and surface area increase,
         since it was decided that the mathematical model developed
         could not be used to apply to these specialized and ex-
         treme cases.  The purpose of this study was not to inves-
         tigate ammonia stripping, but to determine incidental am-
         monia volatilization prior to and during liquid digested
         sludge application on land.

     b.  The N lost by ammonia volatilization per unit surface area
         varied less than expected as the depth of sludge was
         varied from 2,5 cm to 2.4 m, however, the effect of sludge
         depth on the percent of the total N initially present in
         the sludge which x-;as volatilized as ammonia over a given
         period ol time is quite pronounced.  As expected, the
         greatest percent N loss occurred when the surface area
         to volume ratio was greatest, i.e, at the smallest sludge
         depth.

     c.  The one parameter that most affects the rate of ammonia
         volatilization from liquid digested sewage sludge is pH.
         Increasing the pH of the sludge from 7.0 to 9.0 increased
         the amount of ammonia lost (as percent of total N initially
         present) by a factor of 40 for a If8 hr (7 da) holding time,
         and by a factor of 8 for an 8064 hr (336 da) holding time.
         Increasing the pH incrementally above 9.0 resulted in di-
         minishing increases in the amount of ammonia evolved.

     d.  Under all conditions studied, except when the pH was in-
         creased to 9.0 and above, an ammonia accumulation took
         place in the sludge.

     e.  The effect of initial concentrations of ammonia and or-
         ganic N (within reasonable limits that might be found in
         J-iquid digested sewage sludges) on the percentage of N
         lost by ammonia volatilization was negligible.

Stability Constants of Me_tal-Pol_y_electrolyte Complexes Occurring
Naturally in Soils and Sewage Sludge

Introduction - Many investigators have shown that weak acid polyelec-
trolytes occurring naturally in soils, sediments, organic wastes, and
river and drainage waters form complexes with metal ions of the tran-
sition series.  These natural polyelectrolytes, often referred to as
humic substances, are involved in the weathering of rocks and minerals,
and they are believed to be responsible for the migration and enrich-
ment of mineral substances in sedimentary rocks and certain mineral
deposits.  The trace elements found in municipal wastes and soils may
occur largely in association with complex organic polyanions.  Further-
more, the availability of micronutrients to plants and microorganisms
is greatly affected by complexation reactions.
                                  143

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The solid component of digested sewage sJudge consists of a mixture of
organic matter and mineral matcrJul in about equal proportions.   The
heavy metals in liquid digested sewage sludge appear to be sti'ongly
bound to the organic matter.  This interaction between heavy metals
and humic-like polymeric substances may have a profound effect on the
mobility and toxicity of metal ions when sewage sludge is applied to
agricultural soils.

Complex formation between a chelating agent and a metal ion alters the
properties of the metal ion, including solubility, oxidation state, and
free-energy Jevel of the half reaction.  In biological systems,  nutrient
uptake and energy transformations are controlled by the electron free-
energy, E, of the oxidation-reduction reaction, which is given by the
Nernst equation:
where E° is the standard free-energy and GlG and CoH are concentrations
of the reduced and the oxidized forms of the element.  In the presence
of a complexing agent, the electron free-energy level of the reaction
is changed; thus, nutrient uptake of microbial processes are modified.

The main thermodynamic characteristic of a metal-organic matter complex
is its stability constant, K, which is related to the change in free-
energy, AF, accompanying complex formation.

                 AF = -RT In K                                     (2)

Stability constants would be most useful in predicting solubility and
movement of metal ions in sludge-treated soils and their availability to
plants and microorganisms.

Several attempts have been made to determine stability constants of soil
organic matter-metal complexes, but the accuracy of these measurements
in soils is suspect.  No work seems to have been done with sewage sludge.

The naturally occurring polyanions used in this study were from a number
of sources, including soils, a North Dakota lignite, and digested sewage
sludge.  Because the soil humic acids were available in significant
quantities the work involving methodology was done with the soil mater-
ials rather than with sewage sludge.  Along this line, it should be em-
phasized that the main objective of the present study was to develop
methods for determining stability constants which might ultimately be
applied to sludge-treated soils.

Special attention was given to the ion exchange equilibrium and poten-
tiometric titration methods.  A modified mathematical model based on
Schubert's ion exchange technique was developed which was free of certain
                                  144

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errors and assumptions made by previous workers.  The method was tested
and applied for measuring stability constants of complexes between
Zn+2, Cu+2 and Mn+2 and soil humic and fulvic acids, as well as similar
type substances from sewage sludge.

Materials and methods - The sludge, obtained from the Calumet treatment
plant of the Metropolitan Sanitary District of Greater Chicago, is a
black slurry usually having a solid content of 2 to 4 percent by weight.
About half of the solids are organic materials, the remainder consis-
ting of mineral elements including heavy metals which are strongly com-
bined with the organic components.

Two approaches were used to extract humic-like substances from the
sludge:  (1) elimination of metal ions from the solids with buffered
citric acid to leave organic constituents behind, and (2) extraction
of humic-like substances with alkaline solutions.

The procedure of Jenkins and Cooper (76) with slight modification was
applied to extract strongly bound metal ions from the sludge.  In a
typical experiment, one g sample of untreated, freeze-dried sludge, or
sludge pretreated with 0.3 N_ HF:O.J N HC1, was suspended in 75 ml of
2 percent citric acid-ammonium citrate buffer at pH values of 2.0, 3.0
and 4.0 and the mixtures shaken for two hours.  Each sample was then
centrifuged and the supernatant analyzed for Ni+2t Pb+2t Mn+2, and Cr+2.

Results given in Figures 35, 36, 37, and 38 show that, except for Pb+21
from 2 to 5 successive treatments reduced the concentrations of metal
ions in the extracts to near zero ppm.  With the exception of Pb+2t pH
had little effect on the amount released.  Extracts from the HF;HC1-
treated sludge were considerable lower in metal ions.

The concentration of Ni+2 in the extracts of pH 2.0 was slightly higher
than at pH 3.0 and 4.0, as can be seen by inspection of Figures 35 and
39.  With Pb+2, however ,v a slight increase was observed at pH 4.0, with
little difference between buffers of pH 2.0 and 3.0 (Figures 36 and 39).
Removal of Mn+^ followed a trend similar to Ni+2 and Pb+2 (Figure 37).
Comparison of the concentration of Mn+2 in the first extract shows that
amount removed decreased with an increase in pH.  The extraction of
Cr+2 (Figure 38) was practically complete with a single treatment, with
pH having little effect on removal.

Comparison of the results with those of Jenkins and Cooper (76) revealed
that shaking the sludge with acid solution was more effective in extrac-
ting metal ions than successive percolation.  Fewer than five extractions
removed most of the soluble metal ions while 16 treatments were required
with the percolation method.  Jenkins and Cooper (76) reported that no
more than 57% of Cu+2, 73% of Ni+2 ancj 75% of Zn+2 could be removed by
buffered acids.
                                  145

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  Ni
(ppm)
                                          pH 2.0  PRECEEDED
                                                BY HF-HCL
                                                TREATMENT
                           Extractions
          0.1
  Figure 35.  Concentration of Ni+2  in successive buffered citric acid
            extracts of sludge solids.  A one-gram sample of freeze-
            dried sludge solids was extracted with 75 ml of the acid
            solutions.
                            146

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                                         pH 2.0

                                         pH 3.0

                                         pH 4.0

                                         pH 2.0  PRECEEDED
                                         BY  HF - HCL
                                         TREATMENT
                                       4
                         Extractions
                            +2
Figure 36.  Concentration of Pb  in successive buffered citric acid
           extracts of  sludge solids,   A  one-gram sample of  freeze-
           dried sludge solids was extracted vith 75 ml of the acid
           solutions.
                         147

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  Mn
(ppm)
                                               PRECEEDEO
                                              F- HCL
                                              TMENT
           0
                          Extractions
  Figure 37.
                +2
Concentration of Mn   in successive buffered citric acid
extracts of sludge solids.  A one-gram sample of freeze-
dried sludge solids was extracted with 75 ml of the acid
solutions.
                           148

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         0
                                         pH 2.0

                                         pH 3.0

                                         pll 4.0

                                         pH 2.0 PRECEEDED
                                         BY  HF-HCL
                                         TREATMENT
                    234
                         Extractions
                            +2
Figure 38.  Concentration of Cr   in successive buffered citric  acid
           extracts of  sludge solids.  A one-gram sample of freeze-
           dried sludge solids was extracted with 75 ml of the  acid
           solutions.
                          149

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              s
(ppm)
               1.0
2,0
 3.0
pH
4.0
                                                       Pb
                                                       Cr
                                                       Ni
5.0
 Figure  39.  Effect  of pH on total  amounts of metal ions extracted
            from one-gram sample of sludge solids with five succes-
            sive 75-ml treatments.
                            150

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Butler  (29) found  that successive treatment of crude soil humic acids
with 0.3 N HF:0.1  N HC1 was effective in removing mineral matter.  It
seemed  reasonable  to subject sludge solids to such treatment for eli-
minating metal ions.  Table 44 shows that the ash content of a sludge
sample  was reduced from 50 percent l.o 11 percent by 30 successive ex-
tractions with the HF:HC1 solution.  No further reduction was obtained
by 10 successive treatments with 6 N HC1.  Therefore, it was concluded
that complete removal of inorganic components from the sludge solids
xvas impractical by treatment with mineral acids.
Table 44.  Elimination of mineral matter from sludge solids using
           mineral acid solutions.
No. of successive
treatments
0
6
17
30
40
Reagent

0.3 N HF:
0.3 N HF:
0.3 N HF :
6 N
-
0.1 N HC1
o.i :N HCI
0.1 N HCI
HCla
% Ash
59.0
19.09
17.2
11.0
11.0
a  First 30 times by0.3N^HF:0.1N HCI followed by 10 treatments
   with 6 N HCI
Humic and fulvic acids are normally recovered from soil by extraction
with caustic alkali solutions or Na4?207 (52)(88)(135) and it seemed
reasonable to assume that these reagents could also be used to dis-
solve the complex polyanions associated with sludge solids.  Accord-
ingly, one-gram portions of freeze-dried, powdered sludge were sus-
pended in 75 ml of 0.05, 0.10, 0.25, 0.5 N^NaOH solution and in
0.15 !N Na4P20y solution.  The mixtures were shaken for one hour after
which the insoluble residues were removed by centrifugation and a
portion of the supernatant liquids were analyzed for carbon by Mebius'
modification of Tinsley procedure (103).  A second portion was used
for the determination of ash content.  In this case, 0.1 N^ HCI was
added to precipitate the humic acidr, whose ash content was determined
by combustion at 550°C for 18 hours.

The results, given in Table 45, show that the percent organic matter
extracted increased with concentration of NaOH (from 27.3 percent to
38.0 percent).  A slightly lesser amount was extracted with
(22.7 percent).
                                 151

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Table 45.  Extraction of organic materials from sludge solids with
           alkaline solution.
Base
Concentration
      N
Organic matter
  extracted
Ash

Na4P207
NaOH
NaOH
NaOH
NaOH

0.15
0.05
0.10
0.25
0.50
"/
22.7
27.3
29.5
31.7
38.0

9.52
7.09
6.67
6.51
6.59
Inspection of Table 45 shows that sludge humic acids obtained by extrac-
tion had rather high ash contents (6.5 to 9.5 percent).  Accordingly,
a combination of acid and base treatment wa:; applied.  In addition, or-
ganic solvents were employed for removal of rats, waxes, and resins.
The fractionation scheme adopted for recovei-y of humic acids from the
original sewage sludge suspension is given  in the flow diagram shown
in Figure 40.

In a typical experiment, 200 ml digested sewage sludge was allowed to
settle.  The solids (about 6 g) xvcre recovered by centrifugation and
shaken three times with 250 ml 0.3 N HF-.O.l N HC1 and centrifuged.  The
residue was suspended in 250 ml of 0.15 .N Na4P20y, after which the sol-
uble portion was recovered by centrifugation and acidified with 0.1 N^ HC1,
The humic acid precipitate was recovered by centrifugation and freeze-
dried.  Then fats, waxes, and resins were removed by successive extrac-
tion with ether, benzene, and chloroform (24 hours for each solvent).
The residual material was then shaken with 75 ml of 0.1 _N HC1 and in-
soluble residue was recovered by centrifugation and was called "crude
humic acid".  Only 15 percent of the "crude humic acid" was soluble in
0.15 N_ Na^I^Oy, the rest being soluble in increasing concentrations of
NaOH  (0.1, 0.25, 0.5, 1.0, and 2.0 N).  Each solution was acidified,
centrifuged, and the precipitate washed with the HF:IIC1 solution as
discussed before.  The humic acid soluble in 0.15 N^ Na4P20y contained
1.4 percent mineral matter.

Removal of mineral matter from "crude humic acid" was also accomplished
using EDTA.

Sludge humic acids varied in color from brownish and greenish black to
black.  Except for the Na^P207~extracted preparation, they were only
slightly soluble in solutions of pH below 10, the EDTA-extracted frac-
tion being the least soluble.  Their potentiometric titration curves
                                 152

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                    Fresh sludge
                      Settle
      Supernatant
                          4-
                    Sludge solids
        Residue
                             (0.3 N HF:0.1 N HC1)
                      Organic
                      material
                  (0.1 N Na4P207)
                       Soluble
                                   (0.1 N HC1)
                         4-
                       Humic
                    substances
                       ether
                      benzene
                    chloroform
                    (0.1 N HC1)
                "Crude huraic acid"
                                    Inorganic
                                      salts
                                        4-
                                    Solution
Figure  40.
Scheme for Extracting Humic--Like Materials from Sewage
Sludge.
                                 153

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(Figures 41, 42 and 43), like those of humic acids from other source
materials, showed a single inflection point.  Acid dissociation con-
stants calculated from these curves varied from 3.75 to 5.25, somex^hat
in the same range as values fcr other humic acids  (Table 46).  These
values are typical of those; shpwn for carboxyl groups, which normally
lie between 4 and 5 (152).  Titratable acidity of  the sludge humic sub-
stances, as reported in Tabl4 46, were somewhat lower than those of
humic and fulvic acids.  However, the Na4P20y~fraction had a total
acidity close to that of the soil humic acids of 330 meq/100 g.  This
may explain the higher solubility of the Na4P2C>7-soluble humic acid of
sludge as compared with the alkali-soluble fractions.
Table 46.  The titratable acidity and pKa in 0.1 _N KC1 of some
           naturally occurring polyelectrolytes in soils and di-
           gested sewage sludge.
Humic acid

Brunizem
Peat
Leonard it e
Synthetic*
Sludge (0.15 N Na4P207)
Sludge (0.10 N NaOH)
Sludge (EDTA)
Titratable acidity
	 meq/100 g - -
378
375
392
410
330
119
191
pKa

4.10
4.25
4.20
3.55
4.10
5.25
3.75
*  a glucose-glycine condensation product.
The sludge humic acids were freeze-dried, ground and their  infrared  (IR)
spectra prepared by KBr pellets following the procedure described by
Goh (55) .  The IR spectra of  the various humic acids given  in Figure  44
showed only  slight variations ai:.d were characterized by main absorption
bands at 3300, 2910,  1650, and 1530 and a minor one at 1220 cm~l.  A
sharp absorption band at 2110 cm~l was displayed by Na4P20y-extracted
preparation  which was removed by hydrolysis with 6 _N HC1  (Figure 45,
Trace A).  This band was attributed to CHN stretching of  cyanide.  The
fraction treated with EDTA showed a sharp absorption band at 2910 and
a strong one at 1030 cm"-*- which suggests that thj,s fraction may contain
carbohydrates.
                                  154

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     11.0
     10.0
pH
             INFLECTION  POINT
                 0.5
1.0       1.5       2.0
 mis   KOH
                                  A pH
                                  Ami
    Figure  41.  Titration curve in 0.1 JN KC1 of 25 mg of humic acid
               obtained by Na^P207 extraction of sludge.  Titration
               carried out using 0.085 _N KOH, standard calomel and
               glass  electrodes.
                             155

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     11.0
     10.0
PH
       3.0
         0
0.5                 1.0
mis  KOH
      Figure 42.   Titration curve in .0.1 N_ KC1 of 25 mg of humic acid
                  obtained by NaOH extraction of sludge.  Titration
                  carried out using 0.085 _N KOH, standard calomel and
                  glass electrodes.

-------
      11.0
      10.0
PH
                      0.5            1.0
                           mis  KOH
1.5
 Figure 43.   Titration in 0.1 N_ KC1 of 25 mg of humic acid extracted
             from sludge x^ith EDTA.  Titration carried out using
             0.085 14 KOH, standard calomel and glass electrodes.
                              157

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                              WAVELENGTH
    2.5
                                                                   E -v
                       	1	1	1	1	1	1	'—r-	>—i	
                        2500   2000  1800   1600  MOO  1200   1000  800
4000   3500    3000
                              FREQUENCY  (CM'1)
Figure 44.  Infrared spectra  of humic acids extracted from sludge with
            different concentrations of NaOH.  Concentrations of alkali
            correspond to  A,  0.1 N_; B, 0.25 .N; C, 0.5 N; D, 1.0 N;
            E, 2.0 N.
                                158

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                            WAVELENGTH
  4000    3500    3000    2500    2000  1800   1600  1400   1200   1000   BOO

                            FREQUENCY   (CM'1)
Figure 45.  Infrared spectra of humic acid  extracted  from sludge with
            Na4P207 (A), then hydrolyzed with  6 N HC1 (B),  and humic
            acid extracted from Leonardite  with EDTA.
                               159

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The IR spectra of sludge preparations and soil humic acids were similar
in that both displayed absorption bands at 2900 and 3400 cm~l due to
aliphatic C-H stretching and H-bonded OH groups, but differed in that
the former absorbed at 1650 and 1530, while the latter absorbed at
1720 and 1600 cm~l.  The spectra of sludge preparation closely resem-
bled that reported by Stevenson and Goh (148) for lake humic acid
where the absorption bands at 1650, 1530, and 1220 cm"! were related
to the protein content of the material.  Accordingly, they were as-
signed to the amide I, II, and III bands of peptides.  Thus, the
1650 cm~l may be attributed to C-0 and C-N stretching (Amide I) ; the
1540 cm~l band to mixed vibration of N-H in-plane bending and C-N
stretching (Amide II) ; and the 1240 cm~l absorption to mixed vibration
of OCN and NH modes (Amide III) .  The lake humic acid was extracted
from a sediment believed to consist entirely of algal materials and
may be rich in peptides or proteins (21).  Similarly, the sludge humic
materials are derived from bacterial remains.

Hydrolysis of the Na4P20y-preparation with 6 N^ HC1 resulted in loss of
the stretching at 1660 and 1550 cm~l due to removal of protein.  The
spectrum of the hydrolyzed sample closely resembled those of the soil
humic acids.  However, C-H stretching at 2900 cm~l was stronger in the
acid hydrolyzed sludge humic acid.

Mathematical model - A mathematical model based on Schubert's ion ex-
change equilibrium technique was developed for measuring stability con-
stants of metal -polyelectrolyte complexes naturally occurring in soils
and digested sewage sludge.  The model was free of certain assumptions
and errors inherent in the ion exchange technique as applied previously
to natural polymer complexes.

The procedure was also suitable for determining values for a_, the num-
ber of metal ions per mole of complex or complexing sites, and b_, the
number of ligands or  complexing sites per mole where a / 1 or is un-
known.

The equation relation MaChb  (complex molecule) , Mj (free metal ion) ,
and Chf  (free ligand) is obtained from the definition of the stability
constant, K,
                  (MaChb)

The concentration of complexed metal ion, Mc, can be expressed as:

                  (Mc) = a(MaChb)

which by substituting into the first equation yields

                  (Mc) = aK(Mf)~
                                 160

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The logarithm of both sides yields

            log (llc) = log _a + log K + £ log (Mf ) + b_ log (Chf )

A graphical approach was used to solve the latter equation.  Essential
steps are as follows:

     1.  Estimates were made fcr total metal ions in the solution
         phase, (Mf) or (Mf + Mc) , and on the resin, M^, for various
         levels of applied metal, M, in the absence and presence of
         chelating agent, Ch.
     2.  Plots were obtained of MR vs. (Mf + Mc) from which (Mf) and
         (Mc) were obtained at a constant value of (Ch) .

     3.  Value of a^ was obtained from the slope of the line obtained
         by plotting log (Mc) vs. log (Mf).

     4.  Steps 1 and 2 were repeated at several concentrations of
         (Ch) , and (Mc) was obtained as a function of (Ch) , at a
         constant (Mf).  A plot of log (Mc) vs. log (Ch) gave b_ as
         the slope.

     5.  Values for log K were obtained from the equation of the in-
         tercept obtained in 3 Cla = 1°S K + log a_ + b_ log (Chf)H or
         A [Ib = log K + log a_ + r log (Mf)].

For more detailed information regarding the derivation of the mathema-
tical model and its utilization in determining the stability constants
for various metal-polyelectrolyte complexes, the reader should see the
thesis prepared by M. Sobhan-Ardakani, Dept. of Agronomy, University
of Illinois.
TJie procedure was applied for determining stability constants with
for humic acids from two different soils, lignite, peat, and digested
sewage sludge.  In accordance with step 1 of the procedure, variable
amounts of ZnCl2 were added to 25 ml volumetric flask containing 0.1 to
0.5 g K-saturated Amerlite IR-120 cation exchange resin and specific
volumes of humic acid stock solution previously prepared in 0.1 .N KC1
at pH 6.5.  Before adjusting the volume to 25 ml, 2 ml of 65zn solution
having an activity of 17,500 counts/minute per ml was added to the flask.
Then a 1-ml aliquot of supernatant solution was used to measure the Zn
concentration (Znf + Zac) in the solution phase.  The amount of Zn ad-
sorbed on the resin, Zn^, was determined by difference.  From the plots
of Zr vs. (Zf + Znc) , as directed by step 2 of the procedure, concen-
tration levels of Zf and Znc were obtained at a constant concentration
level of humic acid (Ch) .  The concentration levels of humic acids are
expressed as "normality" or total quantity of potential acidic hydrogen
(COOH plus acidic OH groups) or more specifically on the basis of po-
tential complexing sites.
                                 161

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The data for the distribution of different species of Zn+2 in the ion
exchange equilibrium system with the five humic acids are presented in
Table 47.  These data were used to make plots of log (Znc) vs. log (Znf)
as directed by step 3 to obtain values of a. (slope).  Values for a_ from
the slope of the plots presented in Figure 46 for the different samples
range from 0.898 to 0.964.  Furthermore, plots of log (Zc) vs. log (Chf)
made from the data obtained from three levels of humic acids yielded
values of b_ (slope) ranging from 0.96 to 1.06.  Within experimental
error the value of b_ can be assumed to be unity meaning that the Zn-
humic acid complex contained one molecule of humic acid.


Table 47.  Distribution of Zn+2 species in the ion exchange equilibrium
           system in the presence of different humic acids and 0.1 _N KC1,
           pH 6.5.
Humic ac id
Peat



Harpster



Brunizem



Leonardite
(hydrolyzed)


Sludge
(Na4P20y)


Concentration Zn&
mg/1 N x 10-^ ymoles
200 1.15 0.252
0.759
2.431
5.580
200 0.93 0.209
0.576
2.137
4.809
200 1.06 0.424
1.000
2.794
6.137
200 1.20 0.252
0.645
2.362
5.385
200 0.99 0.382
0.954
2.862
5.882
Znf
ymoles/1
9.14
15.30
30.60
61.20
6.89
12.24
27.54
53.55
10.71
16.83
36.72
68 . 08
9.18
15.30
30.60
58.14
9.95
16.83
33.66
64.26
Znc
ymoles/1
17.14
27.69
55.53
82.31
21.42
38.09
70.38
120.89
9.18
15.37
35.16
53.55
17.44
32.13
58.29
93.17
11 . 48 \
18.36
35.16
67.32
With the values of a_ and b_ determined, all the information as required
in step 5 for calculating the stability constants for the five Zn-humic
acid was available.  Using the derived values, the stability constants
                                  162

-------
         200-
    Zn
  100-

c  80-
 /x.moles
 /	<* g\
'         bu
   liter
          40-
          20-
            A)V 0.898 X • 0.656  LEONARDITE

            B)Y = 0.919X+0.407  HflRPSTER  SOIL

            C)Y = 0.943X+0.444  SLUDGE

            D)Y= 0.946 X+0.578  PEAT

            E)Y= 0.964 X+0.006  BJIUNIZEM
                 Znf
                                  20           40
                                  moles/liter
                                               60   80 100
        Figure 46.   Graphical solution of the equation log
                   (Mc) = log a_ + log K + a_ log (Mf) + b_ log (Chf)
                   for five Zn(Il)-humic acids from the data given
                   in Table 47.
                            163

-------
for the five different Zn-humic acid complexes are given in Table 48.
Values of log K for the huraic acid preparations varied from 2.98 for
Zn+2_Brunizem hutnic acid to 3.85 for Zn+2-Leonardite humic acid.  Con-
sidering the heterogeneous nature of humic acids, i.e. differences in
molecular weights, functional group contents, and probably arrangements
of complexing sites, differences in formation constants would be ex-
pected.


Table 48.  Stability constants of Zn^-humic acid complexes at
           pH 6.5 and y = 0.1 N^ KC1 measured by ion exchange
           equilibrium.
Source of humic acid                                 Log K


Leonardite                                           3.85(3.22)a

Harpster soil                                        3.51

Sludge (0.15 N Na5P207)                              3.48

Rifle peat                                           3.31

Brunizem soil                                        2.98

£1
   value in parentheses refers to a hydrolyzed sample
Potentiometric titration - The method of potentiometric titration was
also adapted for determining stability constants of complexes of Cu^
with naturally occurring polyelectrolytes.  A modification of Bjerrum's
approach was used in which an iterative procedure (Secant Method) was
used to solve an exponential equation relating acid dissociation con-
stant to hydrogen ion concentration and dissociated Ch, permitting cal-
culation of stability constant.  The University of Illinois' IBM 360/75
computer was employed for this purpose, using the Fortran IV language.
Values for log K varied from 3.82 to 4.28.

Conclusion - The methods presented here for characterizing the complex
reactions between metal ions and humic substances may be useful in pre-r
dieting the fate of heavy metals applied as constituents of "stabilized"
municipal sludges.

Digested Sludge Dewatering on Spoils

Introduction - The rate at which digested sludge dewaters after appli-
cation on crop land is one parameter which is needed to determine pos-
sible application frequencies and loading rates.
                                 164

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The rate of digested sludge drying as a function of convective and
radiative heat transfer has been reported by Quon and Ward (124) and
Quon and Tamblyn (125).  By varying temperature, relative humidity and
flow rates of air over a broad range of values, they found that when
sludge temperatures were low and the air humidity was high, the rate
at which digested sludge dried by convective heat transfer was only
about one-half of evaporation from a free water surface.  However, when
sludge temperatures were high and air humidity was low, the rate of
convective drying'of digested sludge approached the rate of evaporation
from a free-water surface.  When evaporation was produced as a result
of only radiant energy incident on the surface, the rates of evapora-
tion from a digested sludge surface and a free-water surface were found
to be essentially equal.  At an intensity of 1.0 cal. per sq cm per min
the evaporation rate was 0.9 x 10~~3 gm per sq cm per min.  One-half of
the incident energy on the sludge surface was expended as latent heat
of vaporization.  When drainage or infiltration of digested sludge
water into sand contributed to the sludge dewatering process, the eva-
poration rate from the sludge surface as a result of radiative heat
transfer was depressed by 22 percent.

They found that digested sludge dried at a constant rate until its
moisture content approached 70 to 90 percent of total weight.  Where-
ever the rate of evaporation decreases in the range from 70 to 90 per-
cent moisture, it has been referred to as a critical moisture content
for sludge dewatering.

The present study was undertaken to determine how digested sludge de-
waters on soils.  Special attention was given to determining what ef-
fect the antecedent moisture content of soils and solids content of
sludges has on che dewatering rate of digested sludge applied on crop
land.  At the same time, a rather cursory examination of the chemical
properties of soil x^ater samples collected by means of an evacuated
porous ceramic cup apparatus was made.

Experimental apparatus and procedure - The digested sludge used in the
study was obtained from the Metropolitan Sanitary District of Greater
Chicago's Calumet sewage treatment plant.  Characteristics of the di-
gested sludge are given in Table 49.  More complete information with
regard to chemical and physical properties of digested sludge from the
Calumet treatment plant has been presented by Hinesly and Sosewitz (69).

Plexiglass cylinders, 14.4 cm in diameter and 48 cm long, were used to
determine the rate of infiltration of distilled, tap and sludge water
into Blount silt loam and Plainfield sand soils, both low in organic
matter content.  In the bottom of the cylinders, washed gravel was
placed to occupy a depth of 2 cm.  Level with the bottom of the gravel,
small plastic tubes were installed through the walls of the cylinders.
                                 165

-------
Table 49.  Digested sludge characteristics.
Sample
Number
1
2
3
4
5
6
7
8
9
pH
7.35
7.54 •
7.71
7.40
7.10
7.20
7.12
7.61
7.43
Conductivity
mmhos/cm
3.87
3.58
3.30
3.78
4.83
4.60
4.77
4.15
3.62
NH4-N
ppm
626.9
535.5
574.7
604.6
862.8
715.6
595.6
491.5'
522.9
Total Solids
7
/o
2.41
2.52
2.44
1.74
5.53
4.40
4.99
3.10
2.72
The small tubes were used to convey effluent to sample collection con-
tainers.  Soil was compacted to its original density for a depth of 36 cm
over the gravel in the cylinders.  All soil columns employed for constant
head infiltration rates were saturated with tap water and allowed to
drain three days before the studies were initiated.  For the determina-
tions of infiltration rates, water or sludge was maintained at a constant
depth of 5 cm above the soil surface.

After the infiltration studies were concluded, three of the plexiglass
cylinders were reused to investigate changes of soil pH and Eh (redox
potential) when sludge loading rates were varied.  Six equally spaced
holes were drilled through the cylinder walls at depths of 8, 18 and
28 cm below the surface of the Blount silt loam soil column.  The holes,
fitted with rubber stoppers, provided an access for removing small core
or plug samples from the soil columns at the above respective depths
each week for six weeks after the beginning of sludge applications.
Sludge loading rates for the three columns were 1.25 cm per week, 2.5 cm
at two week intervals, and a constant sludge depth of 5 cm above the
soil surface.  The pH and Eh determinations were made from suspensions
of 5 g of soil sample and 15 g of boiled, distilled water immediately
after each sample was extracted from a soil column.

Plexiglass cylinders of the same dimensions and construction were used
to study sludge dewatering by drainage and evaporation on the surface of
Blount silt loam and Plainfield sand.  After digested sludge containing
3.1 percent total solids was applied on the surface of the soil columns,
the depth of the sludge surface was measured as a function of time.  As
dewatering proceeded the sludge surface eventually decreased to a level
where its height above the soil changed very little.  At the point where
decreases in sludge depths were small with time, small plug samples of
                                 166

-------
the sludge were taken for moisture determinations.  At the beginning
of a study, the moisture content of the sludge was calculated from de-
creasing surface level values, hut after the solids became concentrated
enough to present a somewhat stable surface level moisture contents
were determined gravimetrically.  The rate of sludge dewatering was then
calculated as cm/inin from the various moisture content determinations so
that the units of measurement would be consistent with the earlier re-
corded liquid sludge depths.

Small glass pans, 6.0 cm in diameter and 4.0 cm high, were used for de-
termining the convective evaporation rate of water and sludge.  Eva-
porative losses were determined by weighing the pans three times each
day.  The depth of sludge or water in the pans ranged from 0.5 cm to
3.5 cm.

All of the above studies were conducted in an air-conditioned laboratory
where changes in air temperatures and relative humidity were small.
Temperatures ranged from 23 to 25°C and relative humidities from 30 to
37 percent.

During the latter part of the summer of 1968, 32 infiltration and sludge
dewatering studies were conducted on a Blount silt loam soil located on
the NE Agronomy Research Center, near Elwood, Illinois.  The field stu-
dies were made by applying sludge or water in metal cylinders which were
51 cm in diameter, 60 cm long and pressed into the soil to a depth of
28 cm.  Sludge was applied to depths of 1.25, 2.5, 5, 7.5 and 10 cm in
the metal cylinders.  When water was applied, its depth was always 5 cm
per application.

The infiltration rates of sludge or water were calculated from measure-
ments of sludge or water surface levels with time and the soil surface
area enclosed by the metal cylinders.

Tensiometers were installed at depths of 7.5 and 33.5 cm below the soil
surface inside some of the infiltration cylinders.  Also, porous ceramic
cups were installed usually at two depths below the soil surface inside
some of the infiltration cylinders.  To obtain soil solution samples,
the porous ceramic cups were evacuated by means of a 50 to 60 cm hanging
mercury column.  Nitrate concentrations, pH, conductivity, and redox
potential values were determined from the soil solution samples.

Results and analysis - The change in infiltration rates or hydraulic con-
ductivity with time, when laboratory prepared columns of soil had a con-
stant 5 cm depth of digested sludge containing 2.7 percent solids main-
tained on the surface, is shown in Figure 47.  The change in infiltration
rate for tap and distilled water on Blount silt loam is shown in the
same figure.  At first the infiltration'rate of digested sludge on sand
was much greater than on the silt loam soil, but after about three days
                                167

-------
5xIO-3
I x IO-3
                                 soil - sand
                                 sludge S=2.7
                                 soil-silt loam
                                 sludge   S=2.7
I xlO
Figure 47.
                   io     ;a     20    25
                         TIME   (days)
                               30    35   40
Hydraulic conductivity  values of PJainfield sand
A-1,2 and Blount  silt loam A-3,4,5,6,7 as determined
with digested sludge and  water.
                       168

-------
 the difference between rates for the two $oils was jaali.  li.
 that after about three days the infiltratdou rate nf :llg"Sfc°-cl
 is determined by the solids accumulating oa the tsoil sui.f.jcerf«  When
 digested sludge was carefully replaced on the 27th day «1LL either tap
 or distilled water on either surface of the two difi>Te;>t- soil type.'*
 the infiltration rate was temporarily increased.  The temporary in-
 crease was probably due to the unavoidable distutbaace of f.he sol. ids
 that had accumulated on the soil surfaces,

 When distilled water was used to determine the hydraulic conductivity
 of Blount silt loam, the more or less constant value found after about
 10 days was considerably less than that found with tap water.  The
 hydraulic conductivity of Plainfield sand was about 10 i;imes greater
 than for Blount silt loam and varied very little with regard to whether
 tap or distilled water was used.

 Infiltration of water from digested sludge into Blount silt loam and
 Plainfield sand was only 1/15 and 1/400 of that in equal periods of
 time with applications of tap water.

 Figure 48 shows the electrical conductivities and nitrate concentra-
 tions of effluent collected from the soil columns during the period in
 which the hydraulic conductivity studies were conducted.  After one to
 two weeks the electrical conductivities of effluent from sand columns
 approached that of the applied sludge of about 3 mmhos/cm.  On the
 other hand, electrical conductivities of effluent from Blount silt loam
 soil columns slowly increased during the duration of the study to only
 about 1 mmhos/cm.

 Although the applied digested sludge did not contain NO^-N, the nitrate
 concentration in effluent samples from columns of Plainfield sand ap-
 proached values of 9 to 10 ppm (Figure 48) in about two weeks after the
 Hydraulic conductivity study was initiated.  Nitrate concentrations in
• the effluent of Blount silt loam at first decreased but later increased
 with time.  However, nitrate concentrations in the effluent from the
 silt loam soil were only about one-half of that found in effluent sam-
 ples from columns of sand.

 Electrical conductivity and nitrate concentration values for effluent
 samples from Blount silt loam soil columns subjected to cpnstant levels
 of surface water are presented in Figure 49.  Nitrate concentrations de-
 creased to less than 0.5 ppm during the first 10 days, regardless of
 whether tap or distilled water was used.  On the other hand, conductiv-
 ity values of effluent varied according to the kind of water used and
 approached that of the applied water.
                                                              >
 When digested sludge is applied on the surface of soils, dewatering
 proceeds as a result of evaporation of water from the sludge surface
 and infiltration of water through the soil surface.  Therefore, it was
                                  169

-------
o
^
o
8 I"
< i
8 i
E *
i-
o
_J
2
UJ
       3.0
    2 JO
 1.0
0.9
OJ3
0.7
0.6

0.5
 i!
 a.
 to
O
Z
I5.U
IO.O
s.o



.0
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r»o


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6



r
.-v
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~~"



~%y
~4f
, — •
r-r"' -^'


^
^'
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B


•
"*

	 0 A-l soil -sand
	 o A-2aoil - sand
«
w
1-3 soil -silt loam
	 a A-4soll-ctlt to am
SLUDGE ^ WATER _,


3=2.7
i






^'T

         "0
                  10     15    20   25    30   35    4O
                           TIME  (DAYS)
 Figure 48.  Electrical conductivity and nitrate concentration
             changes  in effluent from Plainfield sand and Blount
             silt loam soil columns treated with digested sludge.
                             170

-------
DUCTIVITY
ELECTRICAL C
(millimhos/cm.)
      1.00
      .90

      .80

      .70

      .60

      .50


      .40



      .30




      .20
ppm.
 10
O
z
O
O
en
O
—
O
O
O)
Jd
L_
       -p=
                            B-
                                         3
                                      IN,
                                  --- O Qxp A-5 tap water
                                  - ® exp A-6 tap water

                                  ---- D expA-7 distilled
                                                    water
                           TIME    (days)
  Figure  49.   Electrical conductivity and nitrate concentration

              changes in effluent from Blount silt loam soil

              columns treated with water.
                           171

-------
expected that antecedent soil moisture conditions would influence the
rate of sludge dewatering by its effect on the infiltration rate.

The decrease in sludge surface levels with time after applications of
1.25, 2.5, and 5.8 cm of digested sludge on the surface of columns ofx
Plainfield sand having different initial moisture contents is shown
in Figure 50.  From the results shown in Figure 50, it may be con-
cluded that antecedent moisture does not affect the dewatering (eva-
poration and infiltration) of sludge on sands.  When dewatering rates
are calculated and plotted against time, as displayed in Figure 51,
it may be seen that the initial dewatering rate is about the same
(3 x 10~2 cm/min) for all loading rates.  Initially the dewatering
rate of sludge on sand is about 200 times greater than dewatering by
evaporation alone.  With the lowest loading rate of 1.25 cm, the de-
watering rate of digested sludge on sand decreased to that of eva-
poration alone in about 800 minutes.  When the loading rate was 5.8 cm
about 9500 minutes were required for the devatering rate on sand to be
reduced to that expected by evaporation alone.

The change in sludge surface level with time after an application of
2.5 cm on columns of Blount silt loam soil at four different initial
moisture contents is exhibited in Figure 52.  From Figure 52 it is
evident that the rate at which sludge dewaters on fine textured soil
decreases as the initial soil moisture content is increased.  The de-
creasing levels of water  (E-5) and sludge (E-1,2) with time of evapo-
ration from pans were plotted as a part of Figure 52 for the sake of
easy comparison with the sludge dewatering data obtained from soil
columns.  By comparing evaporation plus infiltration, the significant
contribution of infiltration to the dewatering of sludge at the sev-
eral initial soil moisture contents is seen more clearly.

At soil moisture content of 34.5 percent, the sludge dewatering rate
as a function of time on Blount silt loam is shown in Figure 53 to be
only slightly greater than would be expected by evaporation alone.
The lower the, initial soil moisture content at the time of sludge ap-
plication on fine textured soils the larger the contribution infiltra-
tion makes to the dewatering process.  When the initial soil moisture
content is low, the dewatering rate of sludge drops to an exceedingly
low level in a short time as a result of the more rapid removal of
water by capillary absorption into the soil.

When the dewatering rate of sludge on a silt loam soil with a high in-
itial moisture content is plotted against the moisture content of the
sludge, as in Figure 54, it appears that the dewatering rate is greater
than the evaporation rate (2 x 10~4 cm/min) as long as the moisture
content of sludge is greater than about 80 percent.  Thus, infiltration
contributes  to sludge dewatering on initially moist soils as long as
                                  172

-------
VA/1
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111
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I4'6
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III W.O
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I
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                        C-9       W»l.5  %
                        C-IO      W-10.2 %
                        C-7       W»2.0 %
                        C-8       VM0.8 %
                        C-5       W=0.9 %
                        C-6       W«I4.2 fi
                        W-MOISTURE OF SOIL
X  1.5
   1.0
   0.5
         C=
\
                    \
                     \



   0.0.
                3456789
                 TIME — (MIN.XIO-*)
 Figure 50.   Decrease  of digested sludge surface levels with
             time  for  several loading rates of digested sludge
             on Plainfield sand soil columns at different
             initial moisture contents.
                         173

-------
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MOISTURE OF SLUDGE-(%)
54. Dewatering rate changes of digested sludge as a function of decreas
moisture contents on Blount silt loam soil columns at different ini
contents.
                      3
                      bO
 177

-------
the sludge moisture content is greater than 80 percent.  Once the
moisture content of sludge has decreased to a value lower than 80 per-
cent, for the most part further dewatering appears to be by evaporation
alone.  With smaller initial soil moisture contents it appears that a
greater quantity of sludge water is absorbed by the soil and the point
at which further moisture losses are due to evaporation alone occur at
lower sludge moisture contents.  It may be seen from Figure 54 that
after the point has been reached vjhere further sludge dewatering ap-
pears to be due to evaporation alone, the decrease in evaporation is
proportional to the decrease in initial soil moisture content.

The sludge and water surface levels in pans as a function of time under
the convective evaporational conditions previously discussed, is shown
in Figure 55.  The decreasing sludge surface level by evaporation with
time is a rectilinear relationship until the moisture content of sludge
has been reduced to 80 to 85 percent.  As shown by experiments E-1,2.
and E-4,5 (Figure 55) where evaporative losses of sludge and water,
respectively, were determined over a period of 10 days, the evaporation
of water from sludge was only slightly less than that from a free water
surface during the constant rate period.  The constant rate period was
independent of sludge depth as determined under the stated laboratory
conditions of temperature, relative humidity, air movement, etc.  But,
at sludge moisture contents of 80 to 85 percent, the decreasing rate
of evaporation was definitely ordered with respect to sludge depths.
The decrease in sludge drying rate at the critical moisture content
was more pronounced for the greater initial sludge depths.  As shown
in Figure 56, the evaporation rate for both water and sludge approaches
2 x 10~4 cm/min during the constant rate period.  However, at the cri-
tical moisture content, the evaporation rate falls rather rapidly to
about 1 x 10~4 cm/min at a sludge moisture content of about 10 percent.
After the sludge moisture content was reduced to about 10 percent by
weight, a further decrease in water content with time was small.

Much of the data obtained from the 32 field observations, which included
a wide range of sequential sludge and water applications to obtain a
variety of antecedent soil moisture and surface conditions, is summar-
ized in Figures 57 and 58.

The relationship between the initial soil moisture content and the time
required for a definite volume of sludge liquid to infiltrate Blount
silt loam soil is shown in Figure 57.  The points plotted in Figure 57
were derived as an average of values from several observations of sludge
water infiltration rates where maximum values at the beginning of in-
filtration were excluded.  The time needed for the infiltration of 0.5,
1.25, 2.50 and 5.0 cm cf digested sludge water into the soil with vari-
ous  initial moisture contents is based on data obtained from observa-
tions made with digested sludge containing from 2.4 to 2.5 percent sol-
ids.  As expected, the higher the antecedent soil moisture the more ex-
tended was the period of time required for a given infiltration volume.
                                  178

-------
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                  181

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The values plotted in Figure 58 are also average values and were ob-
tained from the data of several infiltration studies where water and
sludge containing various percentages of total solids were used.
Specifically, the relationship between the initial soil moisture con-
tent and the time needed for the infiltration of 1.25 cm of water or
sludge liquid is shown in Figure 58.  Sludge solid contents ranged
from 1.7 to 5.5 percent and were found to have a definite influence
on the infiltration rate of sludge water.  Although the decrease in
the infiltration rate of sludge water as its solids content increased
was not as great on soils at low as contrasted to'high moisture con-
tents, the solids exert a considerable influence 0n the infiltration
of sludge liquid into fine textured soils at all initial moisture con-
tents.  The greater the sludge solids content, the smaller was the
contribution of infiltration to the sludge dewatering process.

As stated above, the compilation of data to produce Figures 57 and 58
was obtained by extracting information from individual studies, a few
of which will be briefly discussed here.

The results obtained after two consecutive sludge applications of
7.5 cm and 5 cm are presented in Figure 59.  The change in sludge sur-
face level was measured three times daily during the more rapid infil-
tration period and at least once a day thereafter.  Sludge evaporation
was measured in a nearby metal cylinder of the same size and installa-
tion as that used for the sludge dewatering study except that the bot-
tom was sealed watertight with a sheet of polyethylene.  The cumulative
volume was obtained by correcting the measured sludge surface level for
iroisture losses by evaporation and gains by rainfall.  During the first
part of the dewatering study, the humidity was especially high and eva-
poration was small but during the last 15 days the evaporation rate was
much higher as a result of lower humidity.  The greatest infiltration
rate occurred immediately after sludge application and continued at a
rather high rate only during the first day, after which it gradually
declined.  The tensiometer data bear out that fact that the rapid period
of infiltration lasts for only a short period of time.  Soil water suc-
tion became fairly stable about two days after a sludge application.
Except for a longer lag period, the response of the deeper tensiometer
to changing moisture conditions at the surface did not differ much from
the shallow tensiometer.  After 4 to 7 days following rather high ap-
plication rates of sludge, the beginning of soil moisture decrease was
reflected by increasing higher suction values, although water was still
being supplied to the soil from the sludge.  The tensiometers at both
the shallow and deeper depths responded  rapidly to increases in infil-
tration of water as a result of rainfall.  Even though the sludge cake
was removed before the second sludge application was made (Figure 59)
this was not necessary for the reestablishment of the infiltration ca-
pacity, as shown by other studies.
                                 183

-------
                                                                 exp 9
            SLUDGE APPLICATION  7.5cm.
                                            SLUDGE APPLICATION 5cm.
            AMOUNT of SOLIDS
\ AMOUNT of SOLIDS — 3%
             SLUDGE SURFACE LEVEL
             CUMULATIVE   VOLUME
                                                     	DEPTH 7.5cm
                                                         DEPTH 3 35 cm.
                   REMOVE SLUDGE
Figure 59.   Changes in digested sludge surface levels, by  sludge de-
             watering, by infiltration alone, and soil moisture suctions
             at  two depths with time  after sludge applications and
             rainfall.
                              184

-------
In Figures 60, 61, 62, and 63 infiltration data are presented from a
few of the 32 field observations in which initial soil moisture (W)
determinations were made and where sludge application rates (A) , and
the solids content (S) of the sludge were varied.  From Figures 60 and
61, it may be seen that the infiltration rate of sludge decreases with
time in the same way with each succeeding sludge application.  If
enough time elapsed between sludge applications to permit drying, the
infiltration capacity was restored almost to its original value.  Also,
successive sludge'applications do not affect the infiltration rate for
water if sludge is permitted to dry between applications.  If water is
applied before the sludge cake has dried, the infiltration rate is
somewhat lower but still greater than when new sludge is added.

The changes of infiltration rates when large amounts of sludge are ap-
plied are shown in Figures 62 and 63.  When successive 5 cm sludge ap-
plications were made, each time before the preceding sludge had com-
pletely dewatered, the infiltration rate increased for a short period
after an application and then quickly decreased to a more or less con-
stantly declining rate (Figure 62).  When one of the cylinders was sup-
plied only once with a 20 cm sludge application (Figure 63), the in-
filtration rate was observed to decrease continuously, except when
rainfall caused short time increases.

Some changes in electrical conductivity values and nitrate concentra-
tion levels in soil solution, as successive application of sludge and
water were made during the field infiltration rate studies, are pre-
sented in Figure 64.  The samples were collected from several depths
by means of porous ceramic cups buried below the soil surface which
was enclosed by the infiltration cylinders.  Toward the end of a 70-day
period of observations and when total sludge applications exceeded 30 cm,
the electrical conductivities of the soil solution were generally in the
range of 2 to 3 mmhos/cm.  Also, for the higher sludge applications,
nitrate contents of the soil solution were in the range of 100 to 300 ppm.
The increase in nitrate concentrations indicates that even at the high-
est sludge loading rates the soil remained aerobic.  The fact that soil
solution redox potentials did not change with sludge applications adds
substantiative evidence'that anaerobic conditions in the soil were not
produced as a result of sludge loading rates.  The loading rates included
one where a total of 50 cm was applied within a 70-day period.  For
comparison with the data presented in Figure 64, electrical conductivity
values and nitrate concentrations for soil solution samples collected
from various depths where only water was applied on the surface are
shown in Figure 65.  Where only water was applied, electrical conductiv-
ity values were usually less than 1.0 mmhos/cm and nitrate concentrations
seldom exceeded 5 ppm.
                                 185

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Figure 62.  Changes of infiltration rates with time after
            applying digested sludge on Blount silt loam soil
            where the sludge residues of a previous treatment
            were not permitted to dry.
                         188

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Figure  64.   Changes in electrical  conductivity values and NC>3 concen-
             trations on the  soil  solution with time  after periodic
             sludge and water applications on Blount  silt loam soil.
                                190

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Summary and conclusions - Factors determining the dewatering rate of
digested sludge on soils were investigated under laboratory and field
conditions.  Soil columns of Blount silt loam and Plainfield sand were
used in laboratory sludge dewatering studies.  Metal infiltration rings
were used for field studies.

Nitrate concentrations, electrical conductivity, and pH and Eh values
of effluent and soil water samples were determined.  Effluent from soil
columns and soil solution samples were collected throughout the period
in which the factors influencing the dewatering of sludge on soils were
investigated.

When sludge was first applied on soils, dewatering of the sludge was
fairly constant and the rate depended on infiltration of water into
soils and water losses by evaporation.  When the water content of sludge
was reduced to about 80 percent by weight, by dewatering on initially
moist soils, further drying of the sludge was to a large extent by eva-
poration alone.  Where antecedent soil moisture was low, infiltration
contributed to the sludge dewatering process when sludge moisture con-
tents were considerably less than 80 percent by weight.  Also on soils
where antecedent moisture contents were low and at sludge moisture
contents where further dewatering on soils was by evaporation only, the
evaporation rate was smaller than from pans.

The rate of infiltration of sludge liquid depended not only on the in-
itial soil moisture content, but also on the solids content of the sludge.
The higher the soil moisture and sludge solids contents, the lower was
the rate of infiltration.  However, antecedent moisture conditions af-
fected the rate of sludge infiltration less on sandy than on fine tex-
tured soils.

Initially the infiltration rate of sludge liquid into sand was greater
than into silt loam soils.  After a few days of successive applications
of sludge in the absence of complete drying, the rate was about the
same regardless of soil type.  It appears that after a period of time
the infiltration rate is determined by the sludge cake and not by the
soil surface.  The soils were unsaturated with respect to moisture and
their capacity to transmit moisture was always greater than the infil-
tration rate determined or controlled by the sludge cake.

When successive sludge applications were made at time intervals such
that the sludge cake was not allowed to dry, infiltration rates decreased
to very low levels.  But if the sludge cake was allowed to dry, the in-
itial infiltration capacity was more or less completely recovered.

Under laboratory conditions, evaporative losses of water from digested
sludge in pans were not detected when the moisture content of sludge
was reduced to about 8 to 10 percent of the dry weight.
                                 192

-------
The changes in soil pH and redox potentials were small following
various rates and frequencies of sludge applications.

Nitrate nitrogen concentrations continued to increase in the soil with
successive sludge applications both in laboratory and field studies.
Soil solution nitrate concentrations ranged between 100 and 300 ppm
where a total of 50 cm of sludge was applied in 70 days during field
studies.

From nitrate concentrations and redox potential measurements, it ap-
peared that anaerobic conditions were seldom, if ever, produced in the
soil by exceedingly high sludge loading rates.

Soil conductivity values were increased from an average value of about
1 mmhos/cm where only water applications were made to about 2.5 mmhos/cm
where a total of 50 cm of sludge was applied in 70 days.  From limited
data, it appears that soluble salts will be leached to deeper soil depths
in a humic region.   During exceptionally dry summers, the salt buildup
in the surface of a soil like Blount silt loam, with continuous periodic
sludge applications, will exceed that which was found with the total
50 cm application and may cause a plant moisture stress severe enough
to reduce crop yields.
                                  193

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                             SECTION VI
                      MICROBIOLOGICAL STUDIES
Influence of Soil Moisture on Fecal Coliform Survival

Introduction - A laboratory study of the possible bacterial contamina-
tion of the environment resulting from land application of liquid sludge
is the subject of a master's thesis prepared by James Schwing,  Depart-
ment of Civil Engineering, University of Illinois.  Specifically, the
purpose of the study was to evaluate the effect of the moisture content
of Plainfield sand on survival of fecal coliforms.

The study was preceded by a review of literature on survival of patho-
genic organisms in waste treatment processes including anaerobic diges-
tion and on their survival and movement in soils.  Conventional treatment
processes achieve significant reductions in the number of intestinal
bacteria and appreciable numbers of the organisms are transported to
the anaerobic digestion process in sludge.  The environment of  the di-
gester is unfavorable to pathogenic organisms; however, complete removal
cannot be anticipated and land disposal systems must be operated with
consideration to the effect of the organisms in the environment.  Bacteria
can be effectively removed from water leaching through soil - particularly
after a build-up of solids occurs in the interstices of the soil.  In
addition, intestinal bacteria may die off with time in the unfavorable
soil environment.  Some of the factors which influence the rate of die
off include temperature, the level of organic material in the soil, pH,
and the moisture content of the soil.

Based on the review of literature, the most critical period for passage
of pathogens through the Plainfield sand would be immediately after ini-
tiation of a land disposal project.  After sludge solids have accumulated
in the soil voids and microbiological activity has increased in the soil,
removal of pathogens by straining would become more effective and the
extent of the bacterial front would retreat to a position closer to the
surface of the soil.  Long-term changes in the scil structure due to
sludge applications would be expected to change the response of patho-
gens to the soil environment.  The increase of organic material in the
soil might make the environment more favorable for competitory and pre-
datory soil microorganisms because of the greater retention of moisture
and availability of food.
                                  194

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Materials and method - The soil used in these experiments was condi-
tioned by adding a total of 7.6 cm of digested sludge to a 0.6 m deep
Plainfield sand column over a period of nine days.  The sludge was
added 2.54 cm at a time every three days, and following drainage the
sludge was worked into the upper 15 to 23 cm depth of soil.  Following
this conditioning phase the upper 23 cm depth of soil in the column
was removed and mixed with an additional 1.3 cm depth of digested
sludge and sufficient rain water to adjust the final moisture content
to 5 percent.  Additional rain water was added to other samples to
give moisture levels of 10, 15, and 20 percent.  These samples at the
four moisture conditions, along with a sample of sludge not mixed into
soil, were then monitored for a period of time to observe the rate of
disappearance of the fecal coliforms originating in the sludge.  Mois-
ture contents x/ere maintained at the initial levels by sealing the
samples in containers with "Saran Wrap" covers and by adjusting the
moisture content periodically as needed.  Samples from the atmosphere
overlying the sludge were collected with a syringe and analyzed with a
gas chromatograph to assure that the oxygen content remained near nor-
mal .

Disc.ussji.on of results - Results of the study of survival of fecal coli-
forms in sludge-soil mixture at 5 percent moisture content are shown in
Figure 66.  The points shown as squares represent the actual values ob-
tained while the circles represent the 95 percent confidence interval.
An initial sharp 100-fold increase in the fecal coliform population will
be noted.  This might be explained by the fact that metabolic interme-
diates formed in the anaerobic digestion process become available to the
fecal coliforms as a food source under aerobic conditions.

Figure 67 shows the survival of fecal coliforms in sludge conditioned
soil at 10 percent moisture.  Again an initial period of growth is evi-
dent.  The fecal coliform density was increased by almost 10 fold.  The
fecal coliform survival in sludge conditioned soil at 15 percent mois-
ture is shown in Figure 68.  At this moisture concentration, a 10 fold
increase in fecal coliform density is again realized.

Fecal coliform survival at 20 percent moisture in sludge conditioned
soil is shown in Figure 69.  No initial growth is exhibited by the data
for this curve.  This is probably due to the fact that at this high
moisture concentration the saturation capacity of the soil was exceeded.
Essentially anaerobic conditions were maintained as evidenced by the
appearance of black sulfide precipitates typically evident with anaerobic
conditions.  For this reason the organic intermediates of anaerobic
digestion were not readily available to the fecal coliforms as a food
source.

Data for fecal coliform survival in sludge are presented in Figure 70.
Again, as in sludge conditioned soil at 20 percent moisture, no initial
phase of growth was realized.  The reason for this was again probably
                                 195

-------
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                      10    15     20     25    30    35
                          Time  (days)
                                                             40
Figure 66.
           Fecal coliform survival in sludge-conditioned soil adjus-

           ted to 5 percent moisture content.  Circles represent

           95 percent confidence limits.
                             196

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                     10     15    20    25     30    35     40
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 Figure 67.
Fecal coliform survival in sludge-conditioned soil adjusted
to 10 percent moisture content.  Circles represent 95 per-
cent confidence limits.
                             197

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                     10     15     20    25    30    35    40
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  Figure 68.  Fecal coliform survival in sludge-conditioned soil adjus-

            ted to 15 percent moisture content.  Circles represent

            95 percent confidence limits.
                           198

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                    10
15    20    25     30     35    40
                        Time  (days)
Figure 69.  Fecal coliform survival in sludge-conditioned soil  adjusted
           to 20 percent moisture content.  Circles represent  95 per-
           cent confidence limits.
                           199

-------
                   10     15     20    25     30    35
                      Time  (days)
Figure 70.  Fecal  coliform survival in sludge.  Circles represent
          95 percent confidence limits.
                         200

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the maintenance of anaerobic conditions, with the resulting inavaila-
bility of the intermediates of anaerobic digestion to the fecal coli-
forms as a food source.

Table 50 shows the average percentage die off of fecal coliforms after
30 days.  The data indicate that at 5 percent moisture condition the
fecal coliforms were best able to survive.  This is surprising as it
might be expected.that a higher rate of die off would occur at lower
moisture concentrations due to the inavailability of moisture.  Perhaps
the "aeration porosity limit" as suggested by Bhaumik and Clark (18)
for the condition when a favorable balance between moisture concentra-
tion and aeration exists is near 5 percent moisture for the conditions
of this study.
Table 50.  Survival of fecal coliforms in soil and sludge.
                                              Die Off of Average
Moisture Content                          Fecal Coliforms in 30 Days
   (Percent)                                      (Percent)
5
10
15
20
Sludge
72.5
99.9
99.6
96.6
99.9
Summary - Following the initial period of growth, die off of fecal coli-
forms in sludge and in soil containing sludge followed first order kine-
tics.  That is, a constant fraction of remaining organisms died during
each time interval.  The only exception £0 this was for the 5 percent
moisture condition where the die off rate decreased with time.

Studies of the survival of fecal coliforms in Plainfield sand which had
received sludge indicated that the organisms were ab.Te to survive for ex-
tended periods of time at moisture concentrations from 5 to 20 percent.
The rate of die off may be significant from the standpoint of pollution
of,surface water when precipitation causes runoff soon after the sludge
is applied and especially if it causes soil erosion from sludge-treated
land.  Travel of the fecal coliforms through the soil with leachate was
not investigated as a part of this work but, based on reports in the
literature, would not be expected to be as -severe a problem.  Many of
                                201

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the questions regarding the transport of fecal coliform off of the
soil surface and through soil will be answered from the results ob-
tained from the NEARC lysimeter studies.

At 5 percent moisture a sizeable increase in fecal coliform numbers
occurred after sludge addition and the subsequent rate of die off was
slowest.  This is of particular interest as 5 percent is probably more
representative of the average moisture concentration of the surface
layers of the Plainfield sand in the field than the other moisture
levels studied.  However, in the field rapid changes in soil surface
temperatures and exposure to sunlight may exert an over-riding influence
on fecal coliform longevity.

Porcine Enterovirus Survival and Anaerobic Sludge Digestion

Introduction - Although, to our knowledge, a disease outbreak has never
been known to have resulted from the application of anaerobically di-
gested sludge to land, we really know very little about the virologic
aspects of municipal sludges.  In light of recent proposals and programs
for sludge utilization as a fertilizer on crop lands, additional infor-
mation is needed on possible virus content and their survival during
the anaerobic digestion period.

The following study was undertaken in an attempt to gain some insight
into the fate of viruses which cause disease in man when they are sub-
jected to the environmental conditions normally maintained in a heated
anaerobic digester.  However, to overcome a number of technical problems,
an animal enterovirus was used in the study which possesses many char-
acteristics common to human enferoviruses.

Materials and methods - The virug employed in this study was a charac-
terized swine enterovirus designated ECPO-1 (20)(143).  The agent was
propagated in primary porcine kidney cell cultures prepared in 114 gram
prescription bottles employing a medium of 0.5 percent lactalbumin
hydrolysate and 10 percent fetal calf serum in Hank's Balanced Salt
Solution (HESS).

When viral induced cellular degeneration was nearly complete and in-
volved approximately 90 percent of the cells, the culture fluid was
collected and pooled.  A representative sample of the harvest was      v
taken at that time and the titer of the virus determined.  The remain-
der was frozen in 85 ml quantities at -65°C.  Just prior to use, suf-
ficient virus stock for the seeding of laboratory scale digesters was
thawed and adjusted to yield 100 ml volumes containing 10^ plaque
forming units  (PFU) per ml.

The laboratory digesters consisted of six tightly sealed, one liter
stainless steel vessels similar in design and operation to those de-
scribed by Vatthauer et_ suL.  (159).  The initial charge of sludge and
                                 202

-------
inoculum consisted of 900 ml of digester draw-off from the Champaign-
Urbana wastewater treatment plant.  When in operation each unit was
maintained in a 34.5°C water bath and continuously agitated by means
of a magnetically driven glass stirring rod.  All digesters were moni-
tored daily using gas production and composition, digestion of dry
matter, and pl-l of draw-off.  Gas collections were made in metalized
plastic bags on each digester and volumes measured by x^ater displace-
ment.  Gas composition was determined on an F & M Model 720 gas chro-
matograph (F & M Scientific Corp., Avondale, Penn.) equipped with a
gas sampling valve and thermal conductivity detector.  CH4 and C02
were separated using a three-meter long column of 80-100 mesh porapak Q
(Waters Associates, Inc., Farmingham, Mass.).  Dry matter and organic
matter determinations were by standard drying and ashing techniques.
The hydrogen ion determinations were made with a Corning model 8 pH
meter with a standard combination electrode.

Once in operation, 60 ml of digested sludge were removed from each
digester daily through a small stoppered port in the top of each unit
and replaced with 60 ml of fresh sewage.  On appropriate days the draw-
off from each unit was used for viral and other monitoring purposes.

When stabilization of the digesters occurred as determined by gas pro-
duction, two units were seeded with 100 ml of the virus suspension.
Two additional units for comparison remained uninoculated with virus.

All piglets were obtained by hysterectomy and maintained in isolators
of stainless steel and flexible plastic design.  Equipment, methods of
procurement and rearing were as previously described by Meyer et a^. (107)
All piglets were free of detectable microbes, and at least 10 days old
when first exposed to sludge.

Fecal samples were collected from each pig twice a day (AM and PM) on
the 3rd and 4th days post-challenge and pooled.  Twenty percent fecal
suspensions were prepared for inoculation using complete tissue culture
medium with antibiotics as diluent and filtered through a microsyringe
filter holder containing a millipore HA filter.  All cultures once in-
oculated were examined daily for viral cytopathic effect and held for'
one week before discarded as negative.  In those cases where viruses
were recovered from infected piglets, the agents were identified as
ECPO-1 by neutralization with specific antiserum.

Three separate trials, approximately six weeks apart were carried out
employing piglets of different genetic backgrounds.  In the 1st trial,
25 ml samples of sludge were collected from each of the two virus seeded
digesters and pooled.  Such samples were obtained after 30 minutes,
1 day, 4 days, 7 days, and 12 days.  The pooled samples of each time
interval were mixed well, antibiotics (penicillin and dihydrostreptomycin)
added and 10 ml volumes force fed to two piglets.
                                   203

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In the 2nd trial the general procedures were the Same as above except
that samples were withdrawn from the digesters after 1 hour,  1 day,
2 days, 3 days, and 4 days; and that the volume fed to the piglets was
increased to 20 ml, 10 ml being fed orally and the remaining  10 ml ad-
ded to a small quantity of sterile milk.

In the 3rd trial the procedure was the same as in the 2nd trial except
the samples were collected after 1 hour, 4 days, 5 days, and  6 days.

Results - Generally a period of approximately four days was required
for the digesters to stabilize.  Data collected during the individual
trials indicated comparable and uniform rates for CH^ production and
the other parameters monitored for units with or without virus except
that units shortly after tne addition of virus showed marked  but tem-
porary increases in C02 production compared to control digesters.

Virus could not be detected or demonstrated by pig infection  after the
4th day of exposure to the environment of the anaerobic digesters. All
pigs challenged with virus material exposed in digesters 72 hours or
less became infected and 2 to 6 became infected with material with-
drawn on the 4th day.  As shown in Table 51, none of the piglets were
infected with material which had been in the digesters 5 or more days.
Table 51.  Survival of swine enterovirus ECPO-1 in anaerobic sludge
           digesters.


                      Time Virus Exposed in Digester
Trial
          11      23      45      6      7     12
         hr*  day   days   days   days   days   days   days   days

   I      +    +                    +                    00
          +    +                    0                    00
  II      +    +      +      +      0
          +    +      +      -f      +

 III      +                         000

          +                         000
   Trial I  30 min
+  Infected piglet
0  Non-infected piglet
                                       ?04

-------
While emphasis was on recovery of virus from piglets exposed to sludge,
it should be noted that in trial III-, six of the eight piglets exposed
to sludge at that time contracted a bacterial infection and succumbed
to the bacterial pathogen Salmonella typhimurium.
                                                                     \
Discussion - Raw sewage contains a wide variety of viruses and a signi-
ficant number of human origin.  Little or no information, however, ex-
ists on their isolation from digested sludge and the few attempts re-
corded in the literature were unsuccessful.

Because viruses may be readily absorbed onto the surface of sludge
particles resulting in rather stable virus-sludge complexes, they are
difficult to isolate.  As a result microbiologists have been reluctant
to say that the failure to isolate viruses was due to their inactiva-
tion by the digestive process per se^.

The decision to use germ-free swine as an indicator animal for detec-
ting infectious levels of virus stems from a number of factors.  First
a characterized swine enterovirus was available which possessed bio-
physical properties similar to agents commonly encountered in sewage.
Second, ECPO-1 had various desirable attributes such as its eas of cul-
tivation, identification and a minimal disease potential for man.
Third, early preliminary studies indicated that available sludge was
inherently toxic to our cell culture system and that direct isolation
by cell culture inoculations would be of limited value.

It should be recognized that in the operation of the digesters a dilu-
tion of the virus occurred with the daily draw-off and the addition of
60 ml of fresh sewage.  With a turnover rate of approximately 1/15 of
the total volume per day, one could anticipate the removal of 1/2 of
the original virus inoculum after 7 1/2 days of operation.

To help compensate for the loss of virus, as a normal consequence of
the daily feeding of the digesters, we arbitrarily started out with
what we thought was a high concentration and one not likely to be en-
countered in a conventional sludge (105 PFU) .  In addition, we increased
the amount of sludge fed to each pig form 10 ml to 20 ml during trials
II and III.

Considerably more work will naturally be required before the virologic
aspects of digested sludge will be completely known.  In the case of
the Salmonella typhimurium infection that occurred in trial III, it
appears that all facets relative to the presence of bacterial pathogens
may also need additional consideration.  Even so, it would appear, at
least in this limited study and circumstances provided in these experi-
ments, that viruses with characteristics, similar to ECPO-1, whether
complexed with sludge or not, would not appear to constitute a serious
infectious hazard after five days in digesters of the type employed.
                                 205

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Conclusions - Although additional work on a wide variety of viruses
may be required to ascertain the effectiveness of anaerobic digestion
as a means to inactivate viruses, preliminary results indicate a reduc-
tion and loss of infectivity could be expected upon a suitable five
days exposure to the environmental conditions provided by anaerobic
digestion of municipal sewage sludge.  Considering that sewage solids
are held in heated anaerobic digesters for periods of time several
times greater than needed to inactivate the swine virus used in this
study, it appears that the use of digested sludge as a fertilizer pre-
sents very little risk with regard to spreading diseases caused by
viruses.

Hygienic Aspects of Liquid Digested Sludge

Fecal coliform die off studies - For routine analyses of water, soil
and digested sludge samples, the coliform group of bacteria has been
taken as an indicator of the degree of microbial pollution.  Since
non-fecal coliforms are known to be part of the normal soil flora,
only the fecal coliforms have been considered for use in the studies
discussed here.                                \

The determination of fecal coliforms is rapidly and easily performed
by the membrane filter technique with incubation at 44.5°C in the
M-FC medium (54).  This method (referred to as MFC) reveals the pre-
sence in the liquid digested sludge of a large population of fecal
coliforms which gradually decreases upon removal of the sludge from
the digester.  A reduction from 4 x 10^ to 7 x 103 and 2 x 10^ fecal
coliforms per ml was observed after 19 and 32 days, as can be seen
from the data presented in Table 52.  A similar die off can be obser-
ved for the fecal coliform organisms contained in sludge supernatant.
In contrast to the gradual decrease or die off of fecal coliform or-
ganisms originally present in digested sludge, when laboratory grown
populations of Escheric.hia coli  (neotype, ATCC 11775) are added to
non-treated or autoclaved digested sludge they die off very rapidly,
as evident by the data presented in Table 53.  In view of this dif-
ference of behavior, the question is raised as to whether the organisms
found in the digested sludge, by  the MFC technique are truly of the
fecal coliform group.  Short of  serological tagging, the IMViC test
and the elevated temperature MPN-EC  (most probable number - EC medium)
method, as a confirmatory test from positive presumptive tubes, are
the only other two ways to identify fecal coliforms.  Both techniques
have indicated the presence of fecal coliforms in the liquid digested
sludge.  From the data presented in Table 54 it can be seen that agree-
ment in fecal coliform counts was obtained with the MFC and MPN-EC
methods.  Furthermore, on the basis of the IMViC test, Fuller and
Litsky  (49) have shown that digested sludge harbors a population of
fecal coliforms, which is on the order of 105 cells per milliliter.
                                 206

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Table 52.  Number of fecal coliforms per ml of impounded liquid
           digested sludge.
Sludge
Sample 0
Total sludge 4 x 10*
Sludge supernatant 3 x 103
Days
19
7 x 103
2 x 101

32
2 x 102
0
Table 53.  Bactericidal properties of digested sludge toward labor-
           atory-grown Escherichia coli as determined by the membrane
           filter-high temperature method.
Fecal coliform, cells/ml
Incuba-
tion, hr
0
24
Digested
sludge
25 x 102
20 x 102
Digested sludge
supplemented
with E. coli
25 x 106
41 x 102
Autoclaved
digested sludge
plus E. coli
26 x 106
<10
Table 54.  Comparison between the membrane filter-high temperature
           (MFC) and the MPN-EC medium techniques for counting fecal
           coliforms.
                     Fecal coliform, cells/ml
  Source of
digested sludge
   MPN-EC medium
95% confidence limit
   MFC
Chicago, Calumet Plant

Urbana-Champaign

Urbana-Champaign
4.9 x 103 - 4.2 x 102
1.5 x 105 - 1.2 x 104
3.4 x 105 - 3.7 x 102
1.6 x 103
1.6 x 105
8.0 x 103
                                 207

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The bacteriolytic effect on the E_, col±_ of stock culture may have been
a function of the bacterial strain.  However, the phenomenon assumed a
higher significance when it was discovered that digested sludge-adapted
fecal coliforms could be transformed into susceptible strains.  Speci-
fically, eight distinctive fecal coliform strains, isolated from diges-
ted sludge, were maintained in lactose broth.  Following one transfer
in the broth, six strains survived reintroduction into autoclaved di-
gested sludge, but two were killed.  After several transfers covering
a two-month period, all isolates no longer adapted to the digested
sludge environment and thus behaved like E_. coli ATCC 11775.  The above
results prompted further study of the bactericidal properties.

Various treatments were performed on the digested sludge to determine
the nature of its apparent toxicity toward E_. coli, as determined by
the MFC technique.  Results of these studies are presented in Table 55.
Although the digested sludges were always collected at the same waste-
water treatment plant (Calumet, Chicago) a few batches turned out to
be devoid of toxicity.  This fact rules out many factors which other-
wise would have been considered as possible causative agents for the
toxicity: the low redox potential, the lack of oxygen, the saturation
of the sludge liquid phase with carbon dioxide, methane, and possibly
the presence of sulfides.  Since toxicity was not eliminated by heat
sterilization, the bacteriolytic effect could not be attributed to a
protein, parasitic relationship, or nutritional competition with other
organisms.  The bactericidal properties were localized in the liquid
phase of digested sludge (Table 55) thus eliminating several of their
possible sources.  Most components of digested sludge occur in the
solid phase.  The liquid phase, for example, contains less than
0.05 ppm sulfide, less than 10 ppm organic carbon exclusive of meth-
ane and carbon dioxide, and only traces of heavy metals.  Because
methane and C02 saturation of the liquid phase, presence of bicarbo-
nate and ammonium ions (up to 500 ppm-N) at pH values 7.0 to 8.6, low
redox potential, and lack of oxygen are properties common to both
bacteriotoxic and non-bacteriotoxic sludge samples, they could not be
considered as the principle causative factor.

Heat-sterilized sludge and its liquid phase were assayed for antibio-
tics by the diffusion technique in nutrient agar  (Difco).  Incubation
was carried out aerobically at 27°C.  Under these conditions, no anti-
biotic activity was detectable.

Volatile fatty acids have been held responsible for the exclusion, of
—• coli- and salmonellas in the rumen of bovines by Hollowell and
Wolin (72).  However, their range of bacteriostatic and bacteriolytic
action is limited to pH values below 7.0 and to concentrations above
60 ymoles/ml; conditions which are riot prevalent in digested sludge.
Moreover, Brounlie and Grau (24) presented evidence that the elimina-
tion of salmonellas and E_. coli from bovine rumen cannot be accounted
for by volatile fatty acids alone.
                                 208

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Table 55.  Localization of bactericidal properties in digested
           sludge liquid phase*

                                                                     \
                                                  Escherichia coli
                                                  after 24 hr incu-
    Medium                                        bation, cells /ml

Saline solution, 1.0%                                  3 x 107

Digested sludge, autoclaved
Liquid phase, autoclaved

Liquid phase, nonautoclaved

Precipitate, resuspended with liquid
   phase, autoclaved                                    1CH
Precipitate, resuspended with distilled
   water, autoclaved                                 11 x
_
  Liquid phase obtained by two successive centrifugations; the first
  one at 5000 g for 20 min; the second one done at 30,000 g for 60 min
  on the supernatant liquor from the first centrifugation.  Both pre-
  cipitates were resuspended to original volume with either distilled
  water of supernatant liquor.
Langley et al . (86) upheld the view that elimination of S_. typhosa is
not caused by toxic compounds, but rather results from a nutritional
deficiency which can be satisfied by additions of tryptophane.  We
found that with E_. coli, reversal of the toxicity could be achieved by
addition of 5 g/1 tryptone (Difco) to the digested sludge.  This amount
was in excess of the usual nutritional needs.  At 2.5 g/1, tryptone did
not prevent die off of E_. coli .   The energy and growth factors brought
with tryptone could not be replaced by lactose and /or yeast extract
(Difco) .   Deficiencies in oxidizable organic material and an essential
nutrient do not create a toxic medium.  For example, the same fecal
coliform population which rapidly died off in digested sludge liquor
remained stationary in physiological saline solution.

By way of summarizing the findings up to this point it may be said that
fecal coliforms aerobically grown in a lactose broth and transferred to
the sludge, die off more rapidly if obtained from stock cultures than
if freshly isolated from the sludge.  This resistance of sludge isolates
disappears after several transfers in a lactose broth.  The bactericidal
properties are localized in the liquid phase of the sludge, but no anti-
biotics are detected by the diffusion a'gar method.  The boiling of the
sludge destroys the bactericidal properties, autoclaving does not.  The
lack of oxygen and the low oxido-reduction potential of the sludge are
                                 209

-------
not solely responsible for the killing.  Reversal of the bactericidal
action is obtained by the addition to the sludge of high concentrations
(5 gm/liter) of tryptone (Difco).   At the same concentrations, trypto-
phane and tyrosine reduce the death rate slightly.  Lactose or yeast
extract, or both, have no effect.   Digested sludge made from tryptone
as sole source of carbon is toxic; however, sludge made from butyrate
is not.

Effect of heavy metals on fecal coliform organisms - Differences in die
off rates of _E. coli in digested sludge as measured by the pour plate
and MFC procedures coupled with the characteristics of the toxicity
previously discussed suggested that heavy metals should be investigated
as a source of bacteriolytic behavior.  The pour plate technique gave
higher fecal coliform counts and a lower rate of die off than the MFC
method.  Shipe and Fields (143) had similar results with 12. coli cell
which had been suspended in zinc or copper sulfate solutions.  They
assumed that either toxic metals were concentrated on the membrane
surface or that some cells weakened by the metals could no longer form
colonies on the membrane.  Nearly all of the heavy metals present in
digested sludge occur in the solid phase.  Analyses of centrifuged
sludge liquor showed 0.057 to 0.10 ppm Cu, nondetectable to 0.10 ppm
Ni, and 0.075 to 0.15 ppm Zn. 'These concentrations were lower than
those which were shown to cause a reduction of 5 percent or less in
digester efficiency (Public Health Service, 1965).  Cadmium and Cr
were not detected in the liquid phase although they were present in
the solids.  Even at low concentrations, metals can be toxic to E_. coli.
For example, Malaney, et a]^. (99)  reported that as little as 0.3 ppm Cu
or 0.5 ppm Cd affects the metabolism of _E. coli.  Moreover, sublethal
concentrations of several metals can accumulate to toxic levels.

An objection to assigning the observed toxicity to heavy metals could
be raised because of precipitation of metals by carbonate, hydroxide,
and phosphate anions in the liquid phase of sludge.  To check the ef-
fect, 2 x 104 cells/ml of E_. coli ATCC 11775, as determined by the pour
plate technique with nutrient agar, were suspended in buffered and un-
buffered Cu solution.  The buffered solution was composed of
10~2M CuSO^ • 5H20 and 0.1 M phosphate at pH 7.0.  Based on the solu-
bility product of Copper phosphate (10~36.7)} the theoretical solubil-
ity of Cu in the buffered solution was 10-H-6 M.  The concentration of
Cu in the unbuffered solution was 10"^ M (0.83 ppm).  As expected, with-
in 12 hours the E_. coli cells were killed in unbuffered solution, but
survived in buffered solution.  One mechanism for metals to enter solu-
tion in digested sludge is through chelation with naturally occurring
organic compounds.  In this form they might retain toxic properties.
To test this possibility, a model system was developed with Cu and pro-
tocatechuic acid as a complexing a.gent.  It can be seen from the results
presented in Table 56 that when the Cu salt and protocatechuic acid were
present in equimoler quantities, the die off rate was approximately
                                 210

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proportional to the Cu concentration.  Neither the buffer-Cu nor the
buffer-chelate solution was toxic.  Complexation of Cu and protocate-
chuic acid apparently took place increasing the Cu toxicity.  Chela-
tion of metals is possible in digested sludge.  The digestion process
depends on a large population of viable microorganisms.  If heavy
metals in solution caused toxicity as was observed with JE. coli, di-
gestion itself would probably have been severely inhibited unless the
microbial population in the digester had acquired a high level of
tolerance toward chelated metals.  An observation of such a tolerance
was reported by Malaney _et^ al_. (99).  Within six days or less after
the addition of as much as 50 ppm Zn, 20 ppm Cu, or 16 ppm Ni, a
microbial population from sewage recovered 35 to 50% of its original
activity.  They described the toxicity as inhibitory, not lethal.
Table 56.  Toxicity of chelated copper toward Escherichia coli
Escherichia coli, cells/ml3
Incuba-
tion, hr
0
4
11
48
CuS04 • 5H20, protocatechuic
10-3c/io-3 10-4c/io-4
53 x 102 54 x 102
32 x 102 42 x 102
0 35 x 102
0 20
acid molar ratio^
10-3/0 0/10~3
77 x 102 62 x 102
119 x 102 56 x 102
79 x 102 55 x 102
137 x 102 31 x 102
a   Counts made by the pour plate technique with nutrient agar.
b   Solutions made, in 0,1 M phosphate buffer pH 7.0, heat-sterilized.
c   Protocatechuic acid added only after copper solution in phosphate
    buffer had stood at room temperature for 12 hr.
Fecal coliform survival on soils and in water - The behavior of the
sludge fecal coliforms as determined by the MFC technique has been
examined under various environmental conditions.  A gradual decrease
of the fecal coliform population was observed in the sludge cake which
develops on a soil surface amended with digested sludge, can be seen
from the results presented earlier in Table 5.  These results are in
agreement with those already obtained from various studies done on the
behavior of fecal coliforms and _E. coli in digested sludge, water and
soil samples (40)(86)(156).
                                211

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Routine analyses for fecal coliform densities have been performed on
drainage and runoff water samples originating from the Northeast Agronomy
Research Center lysimeters.  From an analysis of the data collected the
sandy soils (Plainfield) have performed as expected, i.e. no fecal coli-
forms were detected in tile drainage waters.  However, drainage waterx
samples from many Blount and Elliott plots were sometimes higher in
fecal coliform counts than expected.

Samples collected-in the spring were generally low in fecal coliforms.
That situation was probably a reflection of the fact that only four
sludge applications were made during the spring sampling period.  As
expected, surface runoff samples were generally contaminated with fecal
coliform throughout most of the sampling period.  The relatively high
contamination in tile drainage water can only be explained by contami-
nation through cracks or animal holes in the soil.  It was also noted
that as the soil temperature decreased, fecal coliform contamination
increased.  Increased longevity of fecal coliforms in cool soil and ac-
cumulating sludge residues probably accounted for the increase.

Runoff water from the check plots was almost as consistently contami-
nated as water from the plots with maximum treatment.  No specific
explanation for this pehnomenon can be given.  Warm-blooded animals all
excrete fecal organisms.  Gophers, ground squirrels, deer, and birds
frequent the plot area and may be responsible for the phenomenon.

The reader who would like to find general considerations on the hygienic
aspects of sludge disposal on land is referred to other publications
such as those by Gordon (56) and Hanks (62).

Microbiological purification of polluted waters by percolation through
artificial filters or soils is known to be an effective method of water
treatment.  Insofar as inferences can be made from traditions and ex-
periences, one may expect the percolated waters from a biofilter four
to five feet thick to be free of pathogens.  In the present case, the
challenge is at the soil-atmosphere, interface, where digested sludge
will cover acres and be accessible to runoff waters, insects, birds,
and animals.  The danger of infection from these fields will, to a
great extent, be controlled by the persistence of pathogens at the soil
surface.
                                 212

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                            SECTION VII
                        GREENHOUSE STUDIES
The Effect of Heavy Metals on Nutrient Uptake and Growth of Corn

Introduction - This study on the effect of Pb, Cu, Cr, Zn, and Ni on
nutrient uptake and growth of corn was prompted by their presence in
relatively large concentrations in digested sewage sludge.

Rohde (130) found toxic levels of Zn and Cu on soils treated with
sewage for many years near Paris, France.  Lunt (96) found Zn and
Cu toxicity symptoms in a few vegetable crops following additions of
acidic sludges.  Build-up seems likely in the upper soil horizons of
most of the heavy metals added by sludge, since studies on heavy
metal retention in soils have shown that £hey tend to accumulate in
upper horizons rather than leaching (85).  Sludge has also been known
to acidify soiJs.  This further enhances the possibility of available
toxic amounts of heavy metals in soils, since the heavy metals in
question become more soluble as pH decreases (51).

Although Pb, Cr and Ni have not been studied in connection with sludge
fertilization of soils, other studies have indicated a number of po-
tential problems due to excess levels in soil.  Lead has not been
found to be toxic, at least, to deep-rooted crops (79) (80).  It, along
with the other four heavy metals investigated here, does reduce Fe up-
take by plants, however.  Chromium has been found to be toxic in some
serpentine soils, sand cultures, and nutrient solutions (144).  Chro-
mium and Cu also interfere with P uptake.  Nickel can be even more
toxic than either Cu or Zn at similar concentrations (38)(41) (60)(66)
(123)(127).

Experimen.ta1 p ro c ed u r e - Lead, Zn, Cu, Cr, and NLwere applied to Plain-
field fine loamy sand as chemical salts at rates corresponding to quan-
tities added from 15 cm per year sludge applications for 5, 10, 15, and
20 years.  That is, rates of the added metals were equivalent to the
quantities that would be applied in 75, 150, 225, and 300 cm of sludge.
                                  213

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Concentration levels of heavy metals in sludge assumed here are given
in Table 57.  It is realized that this technique over-emphasized the
actual situation that would occur under field conditions.  However,
the intent was to simulate the highest possible concentrations of
metals that might occur from the respective sludge rates.  Thus, metal
additions were made on the assumptions that all metals in the sludge
would be released from organic form, and that the metal salts would
be retained in the upper soil horizon.  The authors are aware that
under actual conditions the organic material would only partially de-
compose and that salts would tend to leach from the upper horizon.
Table 57.  Heavy metal concentrations in sludge from the Calumet
           sewage plant.
Element
Copper
Zinc
Lead
Chromium
Nickel
kg/ha-cm
2.42
9.14
9.14
5.32
0.18
Each heavy metal was tested for its individual effect on corn growth.
No interactions between the heavy metals were studied.  Each treatment
was replicated three times in a randomized complete block design.

Some treatments were tested on an Elliott silt loam soil type for Pb,
Zn, Cu, and Cr.  These treatments were replicated in the same manner as
above.

The heavy metals were applied as the following chemical salts:  lead
acetate, zinc sulfate, cupric sulfate, chromic acetate, and nickel
sulfate.

Each greenhouse pot contained 3000 grams of soil to which 200 mg of
nitrogen was added as ammonium sulfate, 200 mg of phosphorus as mono-
calcium phosphate, and 200 mg of potassium as potassium chloride. 'The
"pots" were number 10 cans which were lined with polyethylene bags to
prevent rust from contaminating the soil.  Ten kernels of corn were
planted in each pot, and the stand thinned to eight plants after ger-
mination and emergence.  The corn plants were allowed to grow for four
weeks before harvesting.  They were cut off just above the soil.  Oven-
dry weight was used to determine stover yield.
                                 214

-------
 Zinc, Fe,  Mn, P, and Cu were determined in the plant tissue by emis-
 sion spectrograph.   Lead,  Cr and Ni were determined in the plant
 tissue by  atomic absorption.

 Regression analysis was used to determine significant effects on corn
 growth and its chemical content.  When a decrease or increase in yield
 or chemical content is declared significant, it will be so at the
 95 percent confidence level or higher.   All data given in tables and
 figures are mean values.

 Yield of elements was calculated by multiplying concentration levels
 in corn stover by oven-dry yield of corn stover.
•?-*,
"Results and discussion - The various Pb treatments affected corn growth
 in an erratic manner on the Plainfield sand (Figure 71).   Regression
 analysis of the yield data failed to show any significant effect on
 corn yield by adding Pb at rates up to 1224 ppm (twenty years accumula-
 tion) to either the sand or the silt loam.  However, the trend with the
 Elliott silt loam soil appears to be decreasing yield with increasing Pb
 rate.  Keatori's (80) data on barley growth showed no general trend as
 rates of Pb were increased.  His highest treatment was 2785 ppm of Pb
 as lead carbonate.   At most rates, yields of barley tops were slightly
 higher than the control.  Scharrer and Schropp (134) found very little
 effect on  plant growth when Pb was adaed to soils as lead acetate.
 They also  reported  some growth stimulation from Pb had no toxic effect
 on deep-rooted crops.  Jones and Hatch (79) reported that Pb had no
 toxic effect 011 deep-rooted crops.  Yet, they found some damage when
 some shallow-rooted vegetable crops were planted in Pb-treated soils.

 Lead was not present in the aerial portions of the corn except in
 trace amounts (Table 58).   This is in fair agreement with Keaton's (80)
 work, although he was able to show detectable concentrations of about
 2-3 ppm in barley tops.  His concentrations may be nothing more than
 an artifact due to incomplete washing, since the concentrations were
 so small and constant with all rates of lead.  He found very high con-
 centrations in root samples though.  Jones and Hatch (79) rarely found
 concentrations of lead over 10 ppm in the vegetable and legume crops
 they analyzed.  They did not find, however, concentrations in roots of
 their plants as great as Keaton had reported.  Lead concentrations in
 root samples were not determined in our experiment.

 A significant linear decrease in Fe content in corn stover occurred as
 Pb rates increased on the Plainfield fine loamy sand (Table 58) ."  There
 was no effect on iron content in the stover grown on the Elliott silt
 loam treated with Pb.  A highly significant linear decrease in P con-
 tent of the corn tissue occurred for both soils as lead rates increased.
 None of the other elements reported in Table 58 were significantly af-
 fected by  Pb,
                                 215

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Yield
gm/pot
                  PLAINFIEID
                       306
612
918
1224
                             Pb(ppm)
 Figure 71.  Yield (oven-dry weight) of corn at four weeks in the
           presence of Pb admixed with Elliott silt loam and Plain-
           field sand.
                         216

-------
Table 58.   Heavy metal and P content.of  corn  stover  as  influenced by
           Pb,  Cu,  Cr, Zn, and  Ni additions to  soils.
Treatments
Element
ppm
Concentrations in
Zn
ppm
Fe
ppm
Mn
ppm
corn stover
P
%
Cu
ppm
Plainfield
Pb
Pb
Pb
Pb
Pb
Cu
Cu
Cu
Cu
Cu

Cr
Cr
Cr
Cr
Cr
Zn
Zn
Zn
Zn
Zn

Ni
Ni
Ni
Ni
Ni


Pb
Pb
Pb
0
306
612
918
1224
0
81
162
243
324

0
178
356
534
712
0
306
612
918
1224

0
6
12
18
24


0
306
1224
110
141
139
91
104
110
70
87
108
132

110
93
77
66
80
110
4969
7535
9152
11776

110
147
174
219
199


59
59
57
129
149
123
83
93
129
58
60
88
81

129
110
87
73
94
129
94
95
140
96

129
142
189
148
153
Elliott

86
83
84
239
205
186
144
206
239
274
389
520
600

239
436
377
394
538
239
317
208
254
302

239
269
267
279
293
silt

79
74
59
.62
.48
.39
.26
.26
,62
.28
.48
.72
.69

.62
.35
.27
.28
.31
.62
.50
.76
1.23
1.25

.62
.77
1.02
1.02
1.02
loam

.30
.27
.18
13
15
14
11
19
13
28
76
122
260

13
12
13
8
11
13
12
13
12
12

13
16
19
21
20


6
7
9
Element varied
ppm
Pb
trace
trace
trace
trace
trace





Cr
4
26
24
40
32





Ni
trace
9
23
48
64

Pb_
trace
trace
trace
                                 217

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Table 58 (cont).   Heavy metal and P content of corn stover as influen-
          ced by Pb, Cu, Cr, Zn, and-Ni additions to soils.
  Treatments
Element    ppm
Concentrations in corn stover
Zn
ppm
Fe
ppm
Mn
ppm
P.
%
Cu
ppm
Element varied
     ppm
                       Elliott silt loam (cont)
Cu
Cu
Cu

Cr
Cr
Cr
Zn
Zn
Zn
0
81
324

0
534
712
0
306
1224
59
66
84

59
46
59
59
1000
5170
86
77
67

86
72
62
86
76
81
79
66
77

79
39
50
79
64
72
.30
.21
.16

.30
.17
.38
.30
.23
.20
6
10
18

6
8
9
6
5
8



Cr
2
14
14



Germination was reduced by high Pb addition to the Plainfield but not
the Elliott soil (Table 59).

Yield of elements was generally reduced as rate of Pb increased (Table 60)
Some of these reductions were usually due to both reduced yield and con-
centration levels in the corn.  Yield of Cu was affected relatively less
than the other elements.  Yield of P was reduced relatively more than
the other elements.

Rates of Cu corresponding to 15- and 20-year additions of sludge
(243 and 324 ppm Cu) were extremely detrimental to germination of corn
in the sandy soil (Table 59).  Germination was not affected by Cu added
to the silt loam soil.

Copper was very detrimental to growth of corn at the rates used in this
experiment.  On the Plainfield sand, both linear and quadratic regres-
sion terms for growth were highly significant (Figure 72).  Much of the
growth depression occurred with Cu rates no higher than 162 ppm.  On
the Elliott silt loam, there was a slight increase in corn yield at
81 ppm Cu.  This was not a significant increase, however.  The overall
effect of Cu was to significantly decre.ase growth of corn on the silt
loam.
                                218

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Yield
gm/pot
                         81
162
243
324
                              Cu(ppm)
   Figure 72.  Yield (oven-dry weight)  of corn at four weeks in the
            presence of Cu admixed with Elliott silt loam and Plain-
            field sand.
                         219

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Table 59.  Germination of corn 10 days after planting as influenced
           by Pb, Cu, Cr, Zn, and Ni additions to soils.
Treatment
Element
Pb
Pb
Pb
Pb
Pb
Cu
Cu
Cu
Cu
Cu
Cr
Cr ,
Cr
Cr
Cr
Zn
Zn
Zn
Zn
Zn
Ni
Ni
Ni
Ni
Ni
ppm
0
306
612
918
1224
0
81
162
243
324
0
178
356
534
712
0
306
612
918
1224
0
6
12
18
24
Plainfield
93
93
83
90
73
93
100
77
47
30
93
80
60
97
53
93
100
93
90
87
93
87
93
93
97
Germination, %
sand Elliott silt loam
93
97
—
—
97
93
93
—
—
100
93
—
—
100
93
93
90
—
—
90
	
—
—
—
—
                                 220

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Table 60.  Yield of Zn, Fe,  Mn, P, and Cu as influenced by Pb, Cu,
           Cr, Zn, and Ni.
Treatment
Element
ppm
Zn
Fe
Yield, mg
Mn

P

Cu
Plainfield sand
Pb
Pb
Pb
Pb
Pb
Cu
Cu
Cu
Cu
Cu
Cr
Cr
Cr
Cr
Cr
Zn
Zn
Zn
Zn
Zn
Ni
Ni
Ni
Ni
Ni

Pb
Pb
Pb
0
306
612
918
1224
0
81
162
243
324
0
178
356
534
712
0
306
612
918
1224
0
6
12
18
24

0
306
1224
.822
1.090
.916
.703
.646
,822
- .262
.083
.040
.024
.822
.652
.418
.437
.371
.822
17.000
3.630
2.150
2.660
.822
.970
.896
.884
.837

.488
.459
.385
.964
1.150
.811
.641
.598
.964
.217
.057
.033
.015
.964
.771
.473
.483
.435
.964
.322
.046
.033
.027
.964
.937
.973
.597
.644
Elliott
.711
.645
.567
1.78
1.59
1.23
1.11
1.28
1.78
1.03
0.37
0.19
0.11
1.78
3.06
2.05
2.61
2.49
1.78
1.09
0.10
0.0&
0.07
1.78
1.77
1.38
1.13
1.23
silt loam
.653
.575
.398
46.3
37.2
25.7
20.1
16.1
46.3
10.5
4.58
2.68
1.27
46.3
24.5
14.7
18.5
14.4
46.3
17.1
3.67
2.89
2.82
46.3
50.8
52.5
41.1
42.9

24.8
21.0
12.2
.0972
.1160
.0923
.0850
.1180
.0972
.1050
.0726
.0454
.0480
.0972
.0841
.0706
.0529
.0510
.0972
.0411
.0063
.0028
.0027
.0972
.1050
.0979
.0847
.0842

.0496
.0544
.0608
                                221

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Table 60 (cont).  Yield of Zn, Fe, Mn, P, and Cu as influenced by Pb,
          Cu, Cr, Zn, and Ni.
Treatment
Element

Cu
Cu
Cu
Cr
Cr
Cr
Zn
Zn
Zn
ppm

0
81
324
0
534
712
0
306
1224
Zn

.488
.612
.389
.488
.111
.058
.488
6.590
22.200
Yield, mg
Fe
Elliott silt
.711
.715
.310
.711
.173
.060
.711
.501
.348
Mn
loam (cont)
.653
.612
.356
.653
.094
.049
.653
.422
.309
P

24.8
19.5
7.41
24.8
4.08
3.70
24.8
15.2
8.6
Cu

.0496
.0928
.0833
.0496
.0192
.0088
.0496
.3330
.0344
Concentration levels of Cu in the aerial portions of the corn were not
very high considering the concentrations added to the Elliott silt loam
(Table 58).  This is in agreement with results reported by Reuther (127).
Copper concentration levels in corn grown on the Plainfield sand in-
creased significantly as the rate of added Cu was increased.

At the 5-year rate of Cu (81 ppm), corn grown on the sand had a severe
interveinal chlorosis symptomatic of "an iron deficiency.  Iron content
of plants was significantly reduced (Table 58).  On the silt loam soil
this chlorosis occurred at the 20-year rate of Cu although it took
longer to develop and was not as severe as the chlorosis which developed
at the 81-ppm treatment on the sandy soil.  Iron content, however, was
not significantly affected by Cu treatment at the 95 percent confidence
level.  Manganese content of corn on the sandy soil was increased as Cu
additions were increased.  This may have been due to pH changes in the
soils since the soils treated with Cu sulfate were more acid (0.5 - 0.7
pH units less) than the control.  No similar increase in Mn content oc-
curred for corn grown on the silt loam.  Zinc content of corn grown on
the sandy soil was depressed to 70 ppm at the 81-ppm Cu treatment and
then increased steadily thereafter as plants were more adversely affec-
ted by a Cu toxicity.

Copper additions reduced corn growth so much that yield of all elements
was greatly reduced as Cu rates were increased in the sandy soil
(Table 60).  Yield of elements was reduced on the silt loam soil, ex-
cept for Cr, as Cu was added.  The reduction in yield of P was much
greater than the reduction in stover yield on the silt loam soil.

                                 222

-------
           Chromium was more toxic to corn grown on the silt loam soil than when
           grown on the. sandy soil (Figure 73).  This was unexpected since the
           silt loam soil is more highly buffered than the sandy soil.  Growth
           reduction, although less than on the silt loam soil occurred on the
           sandy soil.  The linear regression term was significant for the sand
           even though the effect due to treatment was somewhat erratic.  On the
           silt loam soil a highly significant decrease in corn growth occurred
           as Cr additions were increased.  Severe stunting and purpling of the
           leaves occurred at the highest rate of Cr.

           Germination of corn in the sandy soil was affected by Cr, but this,
           too, did not seem to follow rates of application very closely (Table 59).

           Chromium significantly affected Fe content.  On both soils, Cr signi-
           ficantly decreased the Fe content of corn (Table 58).  At 714 ppm of
           Cr, P concentration of corn on the sandy soil was reduced to half that
           of the control, and this reduction was highly significant.  Total P
           uptake by the corn was significantly reduced on both soils (Table 60).
           Yield of Mn on sandy soil was the only element whose yield was not re-
           duced by increasing Cr application rates.

           Precipitation of phosphates by Cr in the soil is not likely since Cr
           phosphate, salts are soluble in dilute acid solutions and water.  There-
           fore, it would seem most likely that this reduction in P content in the
           plant due to hjgh Cr additions to the soil is a physiological phenomenon.
           Zinc content was also significantly reduced in corn grown on the sandy
           soil (Table 58),   This kind of reduction did not occur on the silt loam
           soil.

           Manganese content of corn and yield of Mn was significantly increased
           as amounts of Cr applied to the sandy soil were increased (Tables 58
           and 60).  This would seem to be directly related to Cr additions to the
           soil since pH of the soil did not change with treatment as it did with
           the Cu treatments.  On the silt loam soil, however, the reverse occur-
           red.  Manganese content in the corn stover decreased significantly as
           the rate of Cr applied to the silt loam increased.

           Concentrations of Cr in the corn grown on the two soils leads to another
X          paradox.  Content of the above-ground portion of corn was less on the
           silt loam soil where more damage to growth occurred, than on the sandy
           soil (Table 58).

           It would seem that perhaps a change in the valence of chromium occurred
           in the silt loam soil which did not occur in the sandy soil.  Perhaps
           this change in valence could have occurred through a biological oxida-
           tion of the chromic ion to the chromate or dichromate ion.  Microbial
           activity has been known to oxidize the manganous ion, so the possibil-
           ity of chromic ion oxidation may be quite good.  A purely chemical oxi-
           dation in the soil is remote since the chromic ion is only oxidized by
                                           223

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Yield
gm/pot
                0
178
356
534
712
                              Cr(ppm)
   Figure 73.  Yield  (oven-dry weight) of corn at four weeks in the
             presence of Cr admixed with Elliott silt loam and Plain-
             field  sand.
                        224

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rather strong oxidizers.  Since the silt loam had a good supply of
organic matter and the sandy soil hardly any, this would mean the mi-
crobe population should be at a minimum in the sandy soil but high in
the silt loam soil.  Microbes which could possibly oxidize the chromic
ion are facultative autotrophs.  Thus, the silt loam soil being more
abundant in organic matter content than the sandy soil can harbor a
larger population of these microbes.

Soane and Saunder '(144) suggested that the degree of Cr toxicity could
be influenced by Ca and P levels in soil.  Since our two soils differed
considerably in their Ca and P content, this, too, may explain the
differences in Cr toxicity between the two soils.

Oxidation state of Cr is very important because its toxicity is greatly
influenced by the valence.  Hewitt (66) reported that chromate was more
toxic than chromic, although dt is doubtful that in slightly acid soils
chromate will exist for long periods of time before it is converted to
dichromate.  This conversion, however, does not lead to a further change
in valence.  Soane and Saunder (144) used dichromate in their sand-
culture study.  They found 50 ppm of Cr as dichromate caused the same
severe symptoms that the highest rate of Cr caused in this study on the
silt loam soil.  Comparing the effect of chromic ion concentrations on
growth of corn on the sandy soil in this experiment with the effect of
dichromate ion concentrations on growth of corn on the sand-culture
experiment of Soane and Sanuders would seem to substantiate Hewitt's
finding.

Zinc was very toxic on the sandy soil even at the 5-year rate (306 ppm)
(Figure 74).   The plants were stunted and the lower leaves were bright
red.  The two highest rates of Zn caused growth to terminate shortly
after germination.  All the plants turned to a brilliant red.  On the
silt loam soil where only the 5-year and 20-year rates of Zn were ap-
plied, there was a slight growth depression at the first Zn rate and a
yield of only one-half that of the control at the highest rate.

Zinc increased to very high concentration levels in the corn for both
soils treated with Zn (Table 58).  Where 306 ppm of Zn were added, con-
centration levels in corn grown on the sandy and silt loam soils were
4969 and 1000 ppm of Zn, respectively.  Phosphorus deficiency does not
seem to be responsible for the red color which developed in the corn
on the Zn--treated sandy soil.  Phosphorus content of the plants increa-
sed as the rates of Zn increased on the sandy soil (Table 58).   The
high concentration level of P was undoubtedly due to the lack of plant
growth that prevented a dilution effect.  Phosphorus concentration
levels in the corn stover were significantly reduced as Zn application
rates were increased on the silt loam soil.

Germination was not appreciably affected by the Zn treatments (Table 59).
                                   225

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Yield
gm/pot
                       306
612
918
1224
                           Z n (ppm)
    Figure 74.  Yield (oven-dry weight) fo corn at four weeks in the
             presence of Zn admixed with Elliott silt loam and Plain-
             field sand.
                         226

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Nickel was applied only to the Plainfield sand.  Germination was not
decreased by the Ni treatments (Table 59).  Corn stover yield was sig-
nificantly decreased as the application rate of Ni was increased
(Figure 75).  Added Ni caused a highly significant increase in Ni con-
centration levels in plants (Table 58).  All chemical elements con-
sidered tended to increase in plant tissue as Ni application rates were
increased.  Yield of all elements, except Zn, tended to decrease as ap-
plication rates of Ni were increased (Table 60).

Nickel induced symptoms were very similar to those symptoms associated
with a Ca deficiency.  The corn growing on the Ni-treated soils started
to have very gummy, whip-like terminal leaves after two and one-half
weeks of growth.  These leaves failed to part completely; the tips were
glued together.  Leaf tips which appeared to be glued together died
after three or four days.  Tips of older separated leaves were riecrotic
and eventually died.  Hewitt (66) reported similar symptoms in potatoes
grown in sand culture studies with various concentration levels of ad-
ded Ni.  The older leaves of potatoes withered and the growing tips
died in the latter stages of toxicity, but this was preceded by a chlo-
rosis which Hewitt considered similar to Mn deficiency symptoms.
Soane and Saunder (144) also noted that toxic levels of Ni caused an
interveinaL chlorosis.  Chlorosis occurred only three days after emer-
gence when corn seedlings growing in a sand culture where 30 ppm Ni
were added.  Yet the Ca content of the corn increased as the applica-
tion rate of Ni was increased.   Crooke (38) observed an increase in Ca
content when 2.5 ppni Ni was present in a sand culture.  Perhaps Ni can
create a greater need for Ca in the plant.  This would explain why the
apparent Ca deficiency symptoms became worse despite increased Ca con-
tent in che com stover as application rates of Ni were increased.

Effects of Digested Sewage Sludge Added to Soil on Growth and Compo-
sition of Soybean:  Part I
Introduetion -- The experiment described here was carried out to deter-
mine the effects of heated anaerobically digested sludge mixed in large
quantities with soil which was subsequently planted to soybeans.  In
addition, an attempt was made to determine how different levels of
elements occurring :in sludge, added as salts to simulate a readily avail-
able form of the element, might interact with freshly-applied sludge to
affect plant growth.  The experiment, carried out under greenhouse con-
ditions, wan planned in a factorial manner with three levels of salt-
simulated sludge and of digested sludge.  The increments between treat-
ments increased by a factor of two, giving the highest combined treat-
ment a waight equrivalen*: of 144 t/ha of sludge solids.  The design
allosw comparison of the availability of the elements in sludge to be
compared with those added in salt form.
                                227

-------
Yield
gm/pot
                                12
                           N i  (ppm)
   Figure 75.  Yield (oven-dry weight) of corn at four weeks in the
            presence of Ni admixed with Plainfield sand.
                       228

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           Methods - Anaerobically digested sewage sludge was obtained from the
           Calumet Waste Treatment Plant of the Metropolitan Sanitary District of
           Greater Chicago.   The sludge represents sewerage from both industrial
           and domestic sources.  This sludge was analyzed (Table 61) for the
           elements subsequently used to prepare the salt-simulated sludge.  The
           salts were chosen to combine as many of the elements involved in the
           simulated sludge  and still maintain a highly soluble form.  For several
           of the metals it  was necessary to add acetate salts.  It was felt that
           the acetate would 'be rapidly utilized by the soil bacteria and not af-
           fect plants subsequently grown in the soil.  Sludge and simulated sludge
           were added incrementally to four kilograms of Elliott silt loam soils
           until the total amount for each treatment had been added.   The treat-
           ments amounted to 36, 72 and 144 t/ha of solids or equivalent in the
           case of simulated sludge.  The dry soil was crushed and four kilograms
           placed in a 20-cm diameter by 20-cm high plastic pot and distilled
           water was added from above and below to bring moisture content to
           20 percent by weight.  Soybean seeds QGlycine max (L.) Merr., var CorsoyJ
           were germinated in sand and when 2-to 3-cm high were transplanted to the
           pots.

           Moisture content  of the soil was maintained by daily watering, taking
           care to moisten the soil throughout its depth, and the amount of water
           added was recorded.  After 27 days, moisture content of soil was in-
           creased to 37.5 percent.  Surface area of the fourth leaf from the top
           on all plants was determined on the 35th day and leaf surface area of
           all leaves on the largest plant in each pot was determined on the 45th
           day.  Height of each plant was measured on day 12 and each week there-
           after.  Six plants from each pot were harvested to 2.5 cm above the soil
          ' surface after 22  days and during the rapid growth phase and three plants
           were harvested after 37 days, the date of initiation of blooming.  The
           plants were washed with distilled water, dried at 60°C and ground in a
           Wiley Mill to pass 40 mesh.

           Tissue was analyzed for Ca, Mg, Fe, Mn, Zn, Cu, Cd, and Ni by atomic
           absorption analysis after ashing at 500°C with care being taken to
           raise the temperature gradually and dissolving the ash in hydrochloric
           acid.  Phosphorus was determined by the vanadomolybdate yellow method
           and N by the Kjeldahl method.  Sodium and K were analyzed by flame
X          emission spectroscopy.  Also, the above elements, with the exception
           of N, were determined in a 0.1 N^ HC1 extract of an alloquot of the soil
           taken before planting.  A ratio of 0.5 gm soil to 10 ml of acid was usevd.

           Incidence of weeds was determined by counting the number of plants
           emerging in the pots after 13 days.  Germination of soybeans in the
           soil of each treatment was assessed by placing 100 seeds in Petri dishes
           containing the particular treatment and moistening the soil.  The num-
           ber of seeds germinating was counted from day 2 through 13.   This ger-
           mination experiment was not replicated.
                                           229

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Table 61.  Elemental composition of salt-simulated sludge and salts
           used in its formulation and composition of sludge from
           Calumet Sewage Treatment Works.  The Calumet sludge con-
           tained 3.13 percent solids of which 43.7 percent were
           volatilized by heating to 500°C.

Element
N

P
K
Ca
Mg
Na
Fe
Mn
Zn
Cu
S
B
Mo
Cr
Pb
Cd
Ni
Simulated Sludge
Salt Used g salt/1
(NH4)2SO .309
NH.C1 ,634
4
(NH.)H PO. 3.0006
424
NH.Mo_00. .0006
4 7 24
NH4OH . 244
KH0PO. .574
t. 4
NH4H2P04 3.066
KH2P04 .574
Ca(C2H302)2 5.275
Mg(C H 0 ) 1.610

FeC,H_0 -3H 0 5.354
b j / /
Mn(C H 0?)? .045
Zn(C H 0 ) .822
fii ( C* Ff 0 ^ 1 *^9
(NH )2SO .309
H3B03 .009
NH.Mo 0 , .0006
4 7 24
PT ( C VI 0 "^ T 71
Pb(C2H302)2 .070
Cd(C H 0 ) .033
Ni(C H 0 )0 .017
Calumet Sludge
mg element/1
800

850
165
1200
275

1000
10
170
42
75
1.5
.05
36
38
14
4
mg/1
900

626
205
1243
366
126
1230
16
148
33
n.d.
n.d.
n.d.
23
56
4
3
                                 230

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Results and discussion, general statement - All except the highest com-
bined treatment - equal to 288 t of solids/ha - supported plant growth
to the first harvest at 22 days.  However, plants died in a number of
treatments during the period between this harvest and the second harvest
at 37 days.  Plants affected were in the highest treatment of salt-sim-
ulated sludge and combinations of the second and highest levels of sim-
ulated sludge and sludge.  Reference to the section of Table 65 dealing
with the second cutting indicates those treatments which would not sup-
port growth.  Death of plants was preceded by a series of early symptoms
progressing from interveinal chlorosis, drying and rolling of the primary
leaves, through interveinal chlorosis and wrinkling of the second through
fourth trifoliate leaves.  Higher leaves appeared normal, especially in
the lower treatments.

The experiment was abandoned after 58 days because of the loss of
treatments and poor vigor in some of the surviving lower treatments.
Although toxicity due to the high levels of metals was an obvious and
appealing answer to the cause of loss of plants, we suspected salt ef-
fects.  Saturation extracts of the soils were prepared and conductivi-
ties were determined.  The conductivities (Table 62") indicate that salt
accumulation would be a considerable problem for growth of soybeans in
such a sludge-amended medium where percolating water would not remove
salts.  The salt-simulated sludge also created intolerable conditions
for soybean growth.  Sodium content of the paste extract (Table 63)
increases through each kind of treatment probably because the Na ion
is easily displaced from exchange positions on soil colloids by the more
abundant and strongly adsorbed two and higher valent ions in the sludges.
The nature of soybean growth after the soil in each treatment had been
leached to a conductivity of less than 1.0 mmho/cm or slightly more
than the 0.47 mmho/cm of the control soil is the subject of part two of
this report.  Data for pH of the soils are gathered into Table 64.  Ad-
dition of salts to the soil depressed pH by about one unit and analysis
of the data indicates main effects for both sludge and salt-simulated
sludge are present.  The range in pH involved in these treatments should
not markedly influence nutrient uptake or be physiologically detrimental,
in fact, the absorbtion of metals should be reduced substantially by
the slightly alkaline conditions.

Means of elemental contents of tissue for the first and second harvests
are given in Tables 65 through 76 for N, P, K, Ca, Mg, Fe, Mn, Zn, Cu,
Na, Ni, and Cd, respectively.  The data were treated by analysis of
variance to determine the presence of treatment effects.  To determine
mutual relationships among concentrations of elements, the data were
analyzed by correlation analysis.
                                231

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Table 62.  Effect of digested sludge and salt-simulated sludge on
           conductivity of saturation paste extract of soil.   Data
           in ramhos/cm.
DIGESTED SALT- SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72 144
0 0.47 6.70 13.30 14.37
36 1.58 11.47 13.03 13.83
72 8.67 12.63 11.47 11.13
144 11.57 11.20 11.87 25.10


Average
Effect
8.71
9.98
10.98
14.93
Average
Effect 5.57 10.50 12.42 16.11
                                   232

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Table 63.   Effect of digested sludge and salt-simulated sludge on Na
           content of saturation paste extract of soil.  Data in parts
           per million of extract.
DIGESTED
SLUDGE
t/ha 0
0 4
36 9
72 21
144 45
Average
Effect 20
SALT- SIMULATED
SLUDGE
36
34
47
51
75
52
72
69
67
77
89
75
Average
144 Effect
128 59
118 60
135 71
167 94
137
                                  233

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Table 64.  Effect of digested sludge and salt-simulated sludge on pH
           of soil in which soybeans were grown.
DIGESTED SALT- SIMULATED
SLUDGE SLUDGE
t/ha 0 36
0 6.6 6.6
36 7.0 7.0
72 7.8 7.5
144 7.9 7.5
Average
Effect 7.3 7.2
72
6.4
6.8
7.1
7.2
6.9
Average
144 Effect
5.7 6.3
5.8 6.7
6.7 7.3
6.4 7.2
6.2
Least significant differences

   Interaction 0.6 (19:1)
   Average effect
     bait-simulated sludge 0.4 (99:1)
     Digested sludge 0.3  (99:1)
                                   234

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Table 65.  Effect of digested sludge and salt-simulated sludge on I? con-
           tent in soybean.  Data are in percent of oven-dry (60°C) tissue.
           Analysis of variance performed on 4 by 3 treatments for 22-day
           cutting and 4 by 2 treatments for 37-day cutting.  Average ef-
           fects for these treatments are in parentheses.

1stCutting,
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SHUJLATED
SLUDGE
0
5.74
4.64
8.27
8.94
(6.86)
36
6.67
7.75
8.36
8.00
(7.64)
72
7.19
8.26
8.51
8.49
(8.11)
144
7.59
8.34
8.54
8.16
Average
Effect
5.76(6.48)
7.25(6.88)
8.37(8.31)
(8.47)

Least significant difference (P)

   Interaction 0.74 (99:1)
   Average effect
      Salt-simulated sludge 0.37 (99:1)
      Digested sludge 0.28 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-S1MUIATED
SLUDGE
0
3.68
4.39
5.51
6.40
(5.00)
36
3.76
5.37
5.34
7.08
(5.39)
72
4.22
6.09
5.16
Average
144 Effect
3.89(3.72)
5.28(4.88)
(5.42)
(6.74) .
—
Least significant difference (P)
   Interaction 0.37 (99:1)
   Average effect
      Salt-simulated sludge 0.25(99:1)
      Digested sludge 0.25 (99:1)
                                    235

-------
Table 66.  Effect of digested sludge and salt-simulated sludge on P con-
           tent in soybean.  Data are in percent of oven-dry (60°C) tissue.
           Analysis of variance performed on 4 by 3 treatments for 22-day
           cutting and 4 by 2 treatments for 37-day cutting.  Average ef-
           fects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE

0
.42
.50
.48
.44

(.46)

36
.62
.52
.48
.48

(-52)

72
.70
.48
.37
.44

(.50)

144
.50
.44
.59
_—

.51
Average
Effect
.56(.58)
.48(.50)
.48(.44)
(.45)


Least significant difference (P)

   Interaction .13 (19:1)
   Average effect
      Salt-simulated sludge  none
      Digested sludge .05 (19:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
0
.43
.51
.58
.52
(.51)
36
.62
.49
.35
.34
(.45)
72
.56
.47
.52
Average
144 Effect
.54(.52)
.49(.50)
(.46)
(.43)
—
Least significant difference  (P)

   Interaction  .08  (99:1)
   Average effect
      Salt-simulated sludge   .03  (19:1)
      Digested  sludge  .04  (99:1)
                                   236

-------
Table 67.  Effect of digested sludge and salt-simulated sludge on K con-
           tent in soybean.  Data arc in percent of oven-dry (60°C) tissue.
           Analysis of variance performed on 4 by 3 treatments< for 22-day
           cutting and A by 2 treatments for 37-day cutting.  Average ef-
           fects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE
0
1.90
2.26
1.90
1.85
(1.98)
36
2.45
2.11
1.92
2.07
(2.14)
72
2.50
2.08
1.95
2.26
(2.20)
144
2.42
2.34
2.51
2.39
Average
Effect
2.32(2.28)
2.20(2.15)
2.07(1.92)
(2.06)

Least significant difference

   Interaction
   Average effect
      Salt-simulated sludge
      Digested sludge

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
0
.98
.84
.71
.80
(.83)
36
.89
.72
.74
.96
(.83)
72
.80
.80
Average
144 Effect
.89(.93)
(.78)
(.72)
(.88)

Least significant difference

   Interaction
   Average effect
      Salt-simulated sludge
      Digested sludge
                                   237

-------
Table 68.  Effect of digested sludge and salt-simulated sludge on Ca con-
           tent in soybean.  Data are in percent of oven-dry (60°C) tissue.
           Analysis of variance performed on 4 by 3 treatments for 22-day
           cutting and 4 by 2 treatments for 37-day cutting.  Average ef-
           fects for these treatments are in parentheses.

[ st Cutting,  22_days

DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
0
1.85
2.37
1.96
1.26
(1.86)
36
2.30
2.0?
1.38
1.00
(1.69)
72
1.91
1.24
1.03
1.00
(1.30)
144
1.61
1.26
.59
1.15
Average
Effect
1.93(2.04)
1.73(1.88)
1.24(1.45)
(1.09)

Least significant difference (P)

   Interaction 0.28 (99:1)
   Average effect
      Salt-simulated sludge 0.14(99:1)
      Digested sludge 0.1] (99:1)

•2nd Gutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE
0
1.51
3.52
3.63
3.24
(2.98)
36
2.49
4.63
3.51
3.07
(3.42)
72 144
4.08
4 . 08
Average
Effect
2.69(2.00)
(4.08)
(3.57)
(3.16)

Least significant difference  (P)

   Interaction 0.46  (99:1)
   Average effect
      Salt-simulated sludge 0.23 (99:1)
      Digested sludge 0.23 (99:1)
                                  238

-------
Table 69.  Effect of digested sludge and salt-simulated sludge on Mg con-
           tent in soybean.  Data are in percent oven-dry (60°C) tissue.
           Analyses of variance performed on 4 by 3 treatments for 22-day
           cutting and 4 by 2 treatments for 37-day cutting.  Average ef-
           fects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE

0
.89
.78
.76
.69

(.78)

36
.73
.71
.63
.60

(.67)

72
.64
.52
.48
.50

(.53)

144
.60
.50
.36
— —

.49
Average
Effect
.71(.75)
.63(.67)
.56(.62)
(.60)


Least significant difference (P)

   Interaction 0.05 (19:1)
   Average effect
      Salt-simulated sludge 0.03 (99:1)
      Digested sludge 0.02 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect


0
.62
1.01
1.04
1.00
(.92)
SALT- SIMULATED
SLUDGE
36 72
.90 .98
1.17
.99
.95
(1.00) .98


Average
144 Effect
.83(.76)
(1.09)
(1.02)
(.98) v

Least significant difference (P)

   Interaction 0.15 (99:1)
   Average effect
      Salt-simulated sludge 0.06 (19:1)
      Digested sludge 0.08 (99:1)
                                  239

-------
Table 70.  Effect of digested sludge and salt-simulated sludge on Fe con-
           tent in soybean.   Data are in parts per pillion of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 for treatments for 37-day cutting,
           Average effects for these treatments are in parentheses.    *

1st Cutting, 22 day
	 v
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effects
SALT- SIMULATED
SLUDGE

0
75
85
90
79

(82)

36
72
86
68
85

(78)

72
77
75
51
58

(65)

144
64
61
59
— —

61
Average
Effects
72(74)
77(82)
67(70)
(74)


Least significant difference (P)

   Interaction 16 (99:1)
   Average effect
      Salt-simulated sludge 11 (99:1)
      Digested sludge  none

2nd Cutting, 37 day
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect


0
51
59
40
49

(50)
SALT- SIMULATED
SLUDGE

36 72
63 57
29
32
54

(44) 57

Average
144 Effects
57(57)
(44)
(36)
(52)

—
Least significant difference
             None
                                   240

-------
Table 71.  Effect of digested sludge and salt-simulated sludge on Mn con-
           tent in soybean.  Data are in parts per million of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 treatments for 37-day cutting.  Average
           effects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE

0
40
44
80
100

(66)

36
64
74
78
82

(74)

72
63
59
52
51

(56)

144
81
47
27
— —

52
Average
Effect
62(55)
56(59)
59(70)
(78)


Least significant difference (P)

   Interaction  18 (99:1)
   Average effect
      Salt-simulated sludge  9 (99:1)
      Digested sludge  7 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
1-44
Average
Effect

0
28
89
212
364
(173)
SALT- SIMULATED
SLUDGE
36 72
33 163
241
158
208 • --
(160) 163

Average
144 Effect
75(31)
(165)
( 186)
(286)

Least significant difference (P)

   Interaction  54 (99:1)
   Average effect
      Salt-simulated sludge  none
      Digested sludge  27 (99:1)
                                   241

-------
Table 72.  Effect of digested sludge and salt-simulated sludge on-Zn con-
           tent in soybean.   Data are in parts pec million of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 treatments for 37-day cutting.   Average
           effects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE
' T/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
o -
351
,966
771
761
(712)
36
919
892
633
637
(770)
72
1079
501
403
478
(615)
144
832
465
353
550
Average
Effect
795(783)
706(783)
540(602)
(625)

Least significant difference (P)
   Interaction  185 (99:1)
   Average effect
      Salt-simulated sludge  93 (99:1)
      Digested sludge  70 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect


0
172
291
367
353
(296)
SALT-SIMULATED
SLUDGE
36 72
228 420
352
188
216
(246) 420


Average
144 Effect
273(200)
(322)
(278)
(284)

Least significant difference (P)

   Interaction  135 (99:1)
   Average effect
      Salt-simulated sludge
      Digested sludge  68 (99:1)
                                   242

-------
Table 73.  Effect of digested sludge and salt-simulated sludge on Cu con-
           tent in soybean.  Data are in parts per million of oven-dry  (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 treatments for 37-day cutting.  Average
           effects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE

0
9.3
14
17
22

(16)

36
15
20
17
19

(18)

72
22
20
18
17

(19)

144
21
18
24
— —

21
Average
Effect
17(15)
18(18)
19(17)
(19)


Least significant difference (P)

   Interaction  6 (99:1)
   Average effect
      Salt-simulated sludge  2 (19:1)
      Digested sludge  none

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect

0
76
73
21
27
(49)
SALT- SIMULATED
SLUDGE
36 72
27 25
20
30
46
(31)

Average
144 Effect
43(51)
(46)
(26)
(36)

Least significant difference (P)

   Interaction  39 (99:1)
   Average effect
      Salt-simulated sludge  none
      Digested sludge  14 (19:1)
                                  243

-------
Table 74.  Effect of digested sludge and salt-simulated sludge on Na con-
           tent in soybean.  Data are _in parts per million of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 treatments for 37-day cutting.  Average
           effects for these treatments are in parentheses.            \

1st Cutting, 22 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE
0
364
850
995
1192
(850)
36
372
519
680
1001
(643)
72
452
577
802
1209
(760)
144 .,
433
848
870
717
Average
Effect
405(396)
698(649)
837(826)
(1134)

Least significant difference (P)
   Interaction none
   Average effect
      Salt-simulated sludge  139 (99:1)
      Digested sludge  105 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect

0
134
2t)8
763
1215
(580)
SALT-SIMULATED
SLUDGE
36 72
146 198
414
1554
2574 ~
(1172) 198

Average
144 Effect
159(140)
(311)
(1158)
(1894)
(1894)
Least significant difference  (P)
   Interaction  529  (99:1)
   Average effect
      Salt-simulated sludge   264  (99:1)
      Digested sludge  264 (99:1)
                                     244

-------
Table 75.  Effect of digested sludge and salt-simulated sludge on Ni
           content in soybean.  Data are in parts per million of oven-
           
DIGESTED
SLUDGE
t/ha 0
0 5.3
36 5.3
72 '"""4.0
144 4.0
Average
Effect (4.6)
SALT-SIMULATED
SLUDGE
36 72
8.0 4.0
10.7
4.0
4.0
(6.7) 4.0
t* , '
Average
144 Effect
5.8(6.7)
(8.0)
(4.0)
(4.0)
—
Least significant difference

             None
                                  245

-------
Table 76.  Effect of digested sludge and salt-simulated sludge on Cd con-
           tent in soybean.  Data are in parts per million of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments for
           22-day cutting and 4 by 2 treatments for 37-day cutting.  Average
           effects for these treatments are in parentheses.

1st Cutting, 22 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
0
1.0
3.0
3.4
2.7
(2.5)
36
5.3
5.1
2.8
2.9
(4.0)
72
6.7
3.2
2.5
2.3
(3.7)
144
8.6
3.2
1.6
4.5
Average
Effect
5.4(4.3)
3.6(3.8)
2.6(2.9)
(2.6)

Least significant difference (P)

   Interaction 1.1 (99:1)
   Average effect
      Salt-Simulated sludge  0.6 (99:1)
      Digested sludge  0.4 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIJ1ULATED
SLUDGE
0
1.0
1.1
2.0
2.2
(1.6)
36
1.9
4.4
3.2
4.0
(3.4)
72
8.1
8.1
Average
144 Effect
3.7(2.8)
(2.8)
'(2.6)
. (3.1)

Least significant difference   (P)

   Interaction  1.1  (99:1)
   Average effect
      Salt-simulated sludge  0.6  (99:1)
      Digested sludge  0.6  (99:1)
                                     246

-------
Treatment effects for elemental content of the first cutting (22 days)
and miscellaneous data - The results of analysis of variance for main
effects and interaction for treatments are gathered into Table 84.  In-
spection of this table indicates that only the main effect for sludge on
Fe content and the. interaction of the treatments for Na are not signi-
ficant among the eleven elements analyzed.  Reference to Tables 68, 69,
72, and 76 indicates contents of Ca, Mg, Zn, and Cd, especially with
digested sludge treatment, decrease in content with increasing applica-
tion of sludge or "simulated sludge.  Ash content (Table 77), reflecting
these decreases, also undergoes a marked decline.  Na increases with
digested sludge treatment.  Production of dry matter or yield (Table 78)
and leaf surface area of all leaves at 35 days and of the fourth top
leaf at 45 days (Tables 79 and 80) are significantly related to digested
sludge treatment wherein increasing amounts of sludge applied depresses
yield.

Growth rate (Table 81) from the 12th through 21st days shows signifi-
cant negative treatment, effects for both sludge and simulated-sludge
treatments.  Interaction effects also occur.  Increasing treatments of
each kind depresses the incidence of weeds (Table 82) which were pri-
marily grasses occurring in the soil.  Similarly, the test of germi-
nation of soybean seeds (Table 83) shows significant negative effects
of digested sludge and interaction effects.  This interaction suggests
that inhibition is more closely associated with some toxicity than
with strictly osmotic effects.

Compared with values for soybean tissue reported by Walker (164) for
soybeans sampled across Illinois, N, Zn and perhaps K and Na contents
are very high.  Phosphorus contents are within the upper regions of
ranges reported,  iron contents are smaller than the lower limit of
the range reported by Walker and Mn values fall within the lower region.
Magnesium, P, K, and Ca, in the lower treatments, are in the range of
compositions cited by Ohlrogge  (115).  Contents of both N and P are
almost two times the values given by Hanway and Weber (63) for field
grown plants in Iowa.  Potassium is in the range given by Hanway and
Weber.  Compared with the data reported by Harper  (64), K, Cu and, par-
ticularly, Fe are lower at this growth stage and Zn is appreciately
"higher.

Correlations among elements and ash in the first cutting are plotted in
Figure 76.  A considerable number of significant correlations exist
among the elements.  The large number of negative correlations associa-
ted with Ca - note particularly the correlation coefficient of -.71 as-
sociated with N and Ca - and Mg (for N-Mg the r value is -.65) are
noteworthy.  The positive correlations among Zn, Cd, Fe, and Mn and the
other elements are also of interest, especially the very strong inter-
action (r = .70) between Zn and Cd.
                                 247

-------
Table 77.  Effect of digested sludge and salt-simulated sludge on ash
           content in soybean.  Data are in percent of oven-dry (60°C)
           tissue.  Analysis of variance performed on 4 by 3 treatments
           for 22-day cutting and 4 by 2 treatments for 37-day cutting.
           Average effects for these treatments are in parentheses.    v

1st Cutting, 22 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE
0
9.61
11.16
9.37
8.16
(9.58)
36
11.62
9.05
7.66
7.50
(8.96)
72
9.73
6.33
5.39
6.36
(6.95)
144
7.99
6.38
6.07
6.81
Average
Effect
9.74(10.32)
8.23(8.85)
7.12(7.47)
(7.34)

Least significant difference (P)
   Interaction 1.21 (99:1)
   Average effect
      Salt-simulated sludge  0.61 (99:1)
      Digested sludge  1.21 (99:1)

2nd Cutting, 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE

7
12
14
13
(11
0
.00
.64
.00
.09
,69)

10
16
13
12
(13
36
.93
.62
.38
.67
.40)
72 144
14 . 66
12.54
13.60
Average
Effect
10.86(8.
13.93(14
(13.69)
(12.88)


96)
.63)

Least significant difference
   Interaction  1.16  (99:1)
   Average effect
       Salt-simulated sludge  0.58  (99:1)
       Digested sludge  0.58  (99:1)
                                 248

-------
Table 78.  Effect of digested sludge and salt-simulated sludge on dry
           matter production in soybean.  Data are in grams per plant
           reported on oven-dry (60°C) basis.  Analysis of variance per-
           formed on 4 by 3 treatments for 22-day cutting and 4 by 2
           treatments for 37-day cutting.   Average effects for these
           treatments are in parentheses.
1st Cutting, 22 days

DIGESTED
SLUDGE

t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE

0
1.26
.95
.97
.93

(1.03)

36
1.09
.96
.87
.89

(.95)

72
.97
.88
.99
.83

(.92)

144
1.08
.73
.55
—

.79
Average
Effect
1.10(1.04)
.88(0.93)
.84(0.94)
(.88)


Least significant difference (P)

   Interaction  None
   Average effect
      Salt-simulated sludge  None
      Digested sludge  .09 (19:1)
2nd Cutting. 37 days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT-SIMULATED
SLUDGE
0
1.37
1.37
1.06
.94
(1.18)
36
3.14
.76
.59
.67
(1.29)
72 144
1.66
.34
1.00
Average
Effect
2.06(2.25)
.82(1.06)
(.82)
(.80)

Least significant difference  (P)

   Interaction 0.82 (99:1)
   Average effect
      Salt-simulated sludge  None
      Digested sludge  0.41  (99:1)
                                  249

-------
Table 79.  Effect of digested sludge and salt-simulated sludge on leaf
           surface area of all leaves of the largest plant in each pot.
           Data are in square centimeters.  Analysis of variance per-
           formed on 4 by 2 treatments.  Average effects for these
           treatments are in parentheses.
DIGESTED
SLUDGE
t/ha 0
0 127
36 123
72 131
144 91
Average
Effect (IIS)
SALT-SIMULATED
SLUDGE
36 72
376 174
95
56
75
(150) 174


Average
144 Effect
56 183(251)
(109)
(94)
(83)
56
Least significant difference (P)

   Interaction  72 (99:1)
   Average effect
      Salt-simulated sludge  none
      Digested sludge  36 (99:1)
                                   250

-------
         Table  80.   Effect  of digested  sludge  and  salt-simulated  sludge on leaf
                     surface of  fourth top  leaf of  the  tallest  plant  in each pot.
                     Data are in square  centimeters.  Analysis  of  variance per-
                     formed  on 4 by  2 treatments.   Average  effects for  these
                     treatments  are  in parentheses.
DIGESTED
SLUDGE
t/ha 0
0 18
36 17
72 14
144 10
SALT-SIMULATED
SLUDGE
36
25
12
8
7
Average
72 144 Effect
21 9 18(22)
4 — 11 (14)
(11)
(8)
         Average
         Effect         (15)         (13)          12
         Least significant difference   (P)

            Interaction  7 (99:1)
v           Average effect
               Salt-simulated sludge  none
               Digested sludge  4  (99:1)
                                           251

-------
Table 81.  Effects of digested sludge and salt-simulated sludge on growth
           rate of soybean over tvo periods.  Data are in centimeters per
           day.  Analysis of variance 'performed on 4 by 3 treatments for
           12-to 21-day period and on 4 by 2 treatments for 21-to 41-day
           period.  Average effects for these treatments are in parentheses.

12 to 21 Days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect
SALT- SIMULATED
SLUDGE
0
.371
.319
.275
.265
(.308)
36
.403
.262
.219
.281
(.291)
72 . 144 .
.365 .184
.155
.081
. 109
(.178) .184
Average
Effect
.33K.380)
.245(.246)
(.192)
(.218)

Least significant difference (P)

   Interaction  None
   Average effect
      Salt-simulated sludge  ,060 (99:1)
      Digested sludge ".046 (99:1)

21 to 41 Days
DIGESTED
SLUDGE
t/ha
0
36
72
144
Average
Effect

0
.258
.196
.125
.095
(.168)
SALT-SIMULATED
SLUDGE
36 72
.432 .212
.100
.133
.070
(.184) .212

144 Average
Effect
.30K.345)
(.148)
(.129)
(.082)

Least significant difference  (P)

   Interaction   .100  (99:1)
   Average effect
      Salt-simulated  sludge   None
      Digested sludge   .050  (99:1)
                                   252

-------
         Table 82.  Effect of digested sludge and salt-simulated sludge on weed
                    germination.  Data in number of plants germinating.
         DIGESTED
          SLUDGE
            SALT-SIMULATED
                SLUDGE
           t/ha
 0
36
72
144
Average
Effect
             0

            36

            72

           144
142

 40

 45

 33
70

43

42

15
18

18

22

 8
 5

 2

 2

 1
  58

  26

  28

  14
         Average
         Effect
 65
42
16
N.
                                           253

-------
Table 83.  Germination of soybean seed in soil used for unleached
           experiment.  Data are in percent of seed planted.  Only
           one trial per treatment was performed.
DIGESTED
SLUDGE
t/ha 0
0 94
36 100
72 94
144 56
AVERAGE
Effect 86
SALT-SIMULATED
SLUDGE
Average
36 72 144 Effect
86 94 91 91
92 98 55 86
91 88 41 78
87 86 8 59
86 92 49
                                  254

-------
                                N
             ASH
v\    38    P
    Cu
               Zn
               Fe
Figure 76.   Graphical representation of simple linear  correlations
            among macroelements ao
-------
Treatment effects for elemental contents of the^second cutting (37 days),
or the initiation of blooming - Except for the intermediate level of
salt-simulated sludge at the zero level of digested sludge, all treat-
ment blocks at the intermediate and highest treatment levels of salt-
simulated sludge were lost because of death during the time interval
between the first and second cuttings (compare, e.g., -cutting* in*
Table 78 above).  The data for 0 and 36 t/ha of simulated sludge across
the four treatment levels of digested sludge were treated by analysis .
of variance.  Zinc, Mg, Ca, P, Na, N, Cd, and ash show interaction and
main effects for both sludge and salt-simulated treatments.  Manganese
and K show highly significant sludge treatment and interaction effects.
Copper levels are affected by salt-simulated treatments and interaction
effects are present.  Iron is conspicuous for absence of treatments
and interaction effects of either kind.  Nitrogen and Mn, particularly
with digested sludge, and Ca increase in content with treatment, where-
as P declines.  Compared with the first cutting, Cu undergoes a two-
fold increase in content.  Yield of the second cutting shows a highly
significant main effect with sludge treatment and there is a highly
significant interaction effect.  Growth rate measured from the 21st
through 41st day (Table 81), leaf surface area of all leaves on the
35th day and of the fourth leaf on the 45th day (Table 79), and evapo-
ration on the day of harvest (data not presented here) all show signi-
ficant main effect for digested sludge treatment and interaction x^ith
the salt-simulated sludge.  Evaporation also is influenced by simulated
sludge (Table 84).

Compared with values for soybean tissue reported by Walker (164) for
soybeans in Illinois, Ca, Mn, Zn, Cu, and Na contents are very high.
Potassium contents fall within the lower range as reported by Walker.
Phosphorus, K, Ca, and Mg are in the range of contents summarized by
Ohlrogge (115) whereas N, as in the first cutting, remains high - al-
most two times the upper range found by Ohlrogge.  Nitrogen is also
above the highest contents found by Hanway and Weber (63) , and P is
two times that in field-produced plants at a similar growth stage.
With regard to N contents, it should be noted that only roots of plants
in the control and lowest simulated sludge treatment were nodulated.
Potassium is at the lowest level observed by Hanway and Weber for nod-
ulating plants without K fertility.  Potassium and Fe are about four
times lower and Cu two times lower than Harper (64) found at this
growth stage, whereas, Ca, Mg and Mn are about two times higher.

Correlations among elements and ash in the second cutting are plotted
in Figure 77.  As in the first cutting, a considerable number of sig-
nificant correlations exist among the elements.  The fewer negative
correlations associated with Ca and Mg are noteworthy with the high
positive correlation's between Ca and Mg (r = .92) and Na and N {r =  .90)
especially strong.  Copper and Cd are negatively correlated in contrast
to the positive correlation of Cd and Zn.  Modest but noteworthy cor-
relations of the first cutting not existing in the second cutting are
N and Zn, P and K, Fe and Mg, Fe and Mn, ana Cd and Na.
                                256

-------


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-------
               ASH
       Cd
K
                                                              Mg
                 Zn
                                                 Fe
Figure 77.   Graphical representation of simple  linear correlations
            among macroelements in soybean  aerial plant parts harves-
            ted at 37 days, appearance of first blooms.  Numbers are
            correlation coefficients multiplied by 100.  Coefficients
            greater than 33 are significant at  the .05 level and coef-
            ficients greater than 40 are significant at the .01 level.
            Dashed lines are negative correlations.
                               258

-------
Effect of sodium on soybean - To assess the effect on plant growth of
the level.of Na occurring in the digested sludge utilized in the ex-
periment, two treatments of salt-simulated sludge were prepared using
Elliott silt loam.  One treatment was prepared at the level of 18 and
one at 36 t of solids/ha.  The reader will recall that Na was not added
to the salt combination (Table 61).  After the plants had grown 30 days,
Na, as NaCl, equivalent to a sludge application of 144 t of solids/ha
was added to the lower treatment and Na,  as CH3COONa, equivalent to the
same sludge application was added to the higher salt-simulated treat-
ment.  After seven days the plants in both treatments developed chlo-
rosis, browning and drying symptoms indistinguishable from those ob-
served in the factorial experiment.

Relationships among cuttings and soil extracts - Data for contents of
P, K, Ca, Mg, Fe, Mn, ~Zn, Cu, Na", Ni, Cd, and Pb in the acid extracts
of the soils are given in Tables 85 through 96, respectively.  These
data are set do'cn so that the render can observe the similar amounts
of the elements extractable with dilute acid from either salt-simulated
or digested sludge.  Inspection, of the average effects of each treat-
ment indicates that only Fe, Cd and Ni differ markedly, there being a
substantial interaction effect of unknown source for Fe.  Of course,
Na was not added in the salt mixture.  These data and similar results
laid out in part two of this report can be taken as empirical substan-
tiation of the choice of salts and method of soil preparation.

Values for correlation coefficients of the elements as determined in
the two cuttings and in the acid extracts of the soils of the respective
treatments are arranged in Table 97.  For the elements analyzed, only
Mn and P in the first cutting are not significantly correlated with the
acid-extract contents of these elements.   Among the elements that are
significantly correlated, Zn, Fe, Mn, Ca, Mg, and P are negatively cor-
related.  These would usually be considered to correlate positively
with the extract values.  Correlation of elements in the second cutting
with the same extract values results in notably fewer significant rela-
tionships, probably in response to the considerable physiological stress
experienced during the period between cuttings.  Sodium, P and Cd are
the only elements that can be correlated with the soil extract, and among
these P is negative.  Between cuttings, K, Mg, Fe, and Cu are negatively
correlated and Mn, Na and Cd are positively correlated.  Extractable Na
is especially highly correlated with plant levels, a fact that lends
support to the contention that salinity has affected plant development."
The increase in Cd is important because of concern for this potentially
toxic element to animals.

Summary and conclusions^ - Under the conditions of moisture content main-
tained, that is, at or slightly above field capacity, and the levels of
sludge applied in this experiment, considerably negative effects on
plant growth are to be expected.  The effects of suppression of growth
and toxicity are expressed primarily through osmotic influences on soil
                                  259

-------
Table 85.  Effect of digested sludge and salt-simulated sludge on P
           in 0.1 N^ HC1 extracts of soils in which soybeans were grown.
           Data in parts per million oven-dry (110°C) soil.
DIGESTED SALT- SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72 144
0 60 280 550 - 1077
36 210 413 727 1137
72 377 623 927 1220
144 617 ' 863 1113 3013
AVERAGE
EFFECT 316 545 829 1612


Average
Effect
494
622
787
1402


Least significant difference

   Interaction  319 (99:1)
   Average effect
      Digested sludge  101  (99:1)
      Salt-Simulated sludge  159  (99:1)
                                 260

-------
Table 86-  Effect of digested sludge and salt-simulated sludge on
           K in 0.1 IJ HC1 extracts of soils in which soybeans were
           grown.  Data in parts per million oven-dry (110°C) soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 156 195 254
36 172 225 287
72 208 261 330
144 265 331 399
AVERAGE
EFFECT 200 253 318
Average
144 Effect
377 246
413 274
418 304
885 470
523
Least significant difference

   Interaction  76 (99:1)
   Average effect
      Salt-simulated sludge  38 (99:1)
      Digested sludge  24 (99:1)
                               261

-------
Table 87.  Effect of digested sludge and salt-simulated sludge on
           Ca in 0.1 N_ HC1 extracts of soils in which soybeans were
           grown.  Data in percent of oven-dry (110°C) soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 .37 .46 .48
36 .44 .52 .59
72 .49 .59 .68
144 .62 .69 .80
Average
Effect .48 .56 .64


Average
144 Effect
.64 .49
.70 .56
.72 .62
.85 .74
.73
Least significant difference

   Interaction   .05  (19:1)
   Average effect
      Salt-simulated sludge .04  (99:1)
      Digested sludge   .02  (99:1)
                                   262

-------
Table 88.  Effect of digested sludge and salt-simulated sludge on
           Mg in 0.1 N_ HC1 extracts of soils in which soybeans were
           grown.  Data are in parts per million of oven-dry (110°C)
           soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 780 796 744
36 848 753 826
72 918 852 920
144 978 996 1060
Average
Effect 881 849 888


Average
144 Effect
902 806
1006 858
937 907
1148 1046
998
Least significant difference
   Interaction  134 (19:1)
   Average effect
      Digested sludge  57 (99:1)
      Salt-simulated sludge  90 (99:1)
                                  263

-------
Table 89.  Effect of digested sludge and salf-simulated sludge on
           Fe in 0.1 N^ HC1 extracts of soils in which soybeans were
           grown.  Data are in parts per million of oven-dry (110°C)
           soil.
DIGESTED SALT- SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72 144
0 233 340 519 1097
36 425 399 612 1596
72 557 457 633 1441
144 652 579 791 1751
Average
Effect
547
758
772
943
Average
Effect 467 444 639 1471
Least significant difference
   Interaction  207  (99:1)
   Average effect
       Salt-simulated sludge  103  (99:1)
       Digested sludge  65  (99:1)
                                   264

-------
Table 90-  Effect of digested sludge and salt-simulated sludge on
           Mn in 0.1 FJ HC1 extracts of soils in which soybeans were
           grown.  Data are in parts per million of oven-dry  (110°C)
           soil.
DIGESTED
 SLUDGE
            SALT-SIMULATED
                SLUDGE
  t/ha
            36
             72
             144
             Average
             Effect
    0

   36

   72

  144
145

194

265

200
222

199

233

255
231

228

220

288
276

284

315

330
218

226

258

268
Average
Effect
201
227
242
301
Least significant difference
   Interaction  61 (99:1)
   Average effect
      Salt-simulated sludge  30 (99:1)
      Digested sludge  19 (99:1)
                                  265

-------
Table 91.  Effect of digested sludge and salt-simulated sludge on
           Zn in 0.1 N[ HC1 extracts of soils in which soybeans were
           grown.  Data are in parts per million of oven-dry (110°C)
           soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 12 115 217
36 84 165 303
72 158 264 382
144 293 392 453
Average
Effect 137 234 339
Average
144 Effect
418 190
483 259
510 328
587 431
500
Least significant difference

   Interaction  47 (99:1)
   Average effect
      Salt-simulated sludge  24  (99:1)
      Digested sludge  15 (99:1)
                                   266

-------
Table 92.  Effect of digested sludge and salt-simulated sludge on
           Cu in 0.1 _N HC1 extracts of soils in which soybeans were
           grown.  Data in parts per million of oven-dry (110°C)
           soil.
DIGESTED
SLUDGE
t/ha 0
0 12
36 27
72 52
144 80
Average
Effect 43
SALT- SIMULATED
SLUDGE
Average
36 72 144 Effect
25 51 86 44
45 70 100 60
68 88 116 81
96 112 131 105
58 80 108
Least significant difference

   Interaction  11 (19:1)
   Average effect
      Digested sludge  4 (99:1)
      Salt-simulated sludge  7 (99:1)
                                 267

-------
Table 93.  Effect of digested sludge and salt-simulated sludge on
           Na in 0.1 .N HC1 extracts of soils in which soybeans
           were grown.  Data are in parts per million of oven-dry
           (110°C) soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
Average
144 Effect
    0

   36

   72

'  144
 79

110

160

234
 52

 96

130

215
 64

 96

143

241
 86

142

132

252
 70

111

141

236
Average
Effect
146
123
136
153
Least significant difference
   Interaction  26  (19:1)
   Average effect
      Digested sludge  11  (99:1)
      Salt-simulated sludge  18  (99:1)
                                  268

-------
•*• t-
             Table  94.  Effect  of  digested  sludge  and  salt-simulated sludge on
                        Ni  in 0.1  N^ HC1  extracts of  soils  in which soybeans were
                        grown.  Data are in parts  per  million of oven-dry (110°C)
                        soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 3.0 5.2 7.7
36 4.3 5.7 7.8
72 5.0 6.5 8.3
144 6.2 7.8 9.0
Average
Effect 4.6 6.3 8.2
Average
144 Effect
11 6.7
10 7.0
10 7.4
11 8.5
10
             Least significant difference

                Interaction  1.2  (19:1)
                Average effect
                   Salt-simulated  sludge   0.8  (99:1)
                   Digested sludge  0.5  (99:1)
                                               269

-------
Table 95.  Effect of digested sludge and salt-simulated sludge on
           Cd in 0.1 N^ HC1 extracts of soils in which soybeans were
           grown.  Data are in parts per million of oven-dry (110°C)
           soil.
DIGESTED SALT- SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 1.0 6.5 14
36 2.8 8.2 16
72 4.3 11 18
•144 7.9 14 19
Average
Effect 4.0 9.9 17


Average
144 Effect
16 11
26 13
27 15
27 17
26
Least significant difference
   Interaction  2.2 (99:1)
   Average effect
      Salt-simulated sludge  1.1 (99:1)
      Digested sludge  0.7 (99:1)
                                   270

-------
Table 96.  Effect of digested sludge and salt-simulated sludge  on
           Pb in 0.1 _N HC1 extracts of soil in which soybeans were
           grown.  Data are in parts per million of oven-dry  (110°C),
           soil.
DIGESTED SALT-SIMULATED
SLUDGE SLUDGE
t/ha 0 36 72
0 15 19 34
36 26 31 50
72 47 50 64
144 64 73 96
Average
Effect 38 43 61
Average
144 Effect
61 32
71 44
95 64
99 83
82
Least significant difference
   Interaction 18 (19:1)
   Average effect
      Salt-simulated sludge  12 (99:1)
      Digested sludge  7 (99:1)
                                   271

-------

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water and subsequently on elemental absorption by the plant.  The ef-
fect of Na appears strongest among the elements analyzed, although the
effects of other elements under the conditions of salt-induced physio-
logical stress are not evaluated.  Nitrogen, P and Zn appear to be
easily available from sludge sources to soybeans and occurred at lev-
els in aerial plant parts up to the time of first bloom exceeding those
found in field-cultivated plants.  Germination is inhibited by sludge
but this effect is, somewhat counteracted by simulated sludge.
                                 273

-------
Effects of Digested Sewage Sludge Ad.ded to Soil on Growth and Compo-
sition of Soybean:  Part II

Introduction - In part one of the experiment described here application
of relatively high amounts of liquid anaerobically digested sludge and
salt-simulated sludge to soil created salt conditions unfavorable for
growth of soybeans.  Results are presented here for the growth of soy-
beans in the same- treatments after the treated soils had been leached
to a conductivity nearly equivalent to that of the untreated or control
soil.  Field conditions such as those represented in this experiment
would be expected in a humid climate where soluble salts are removed
by percolating ground water.

Methods - Soils from each of the treatments used in the earlier experi-
ment were leached to a conductivity in the leachate of less than
1.0 mmhO/cm, slightly higher than the conductivity level of the leach-
ate from untreated Elliott silt loam used in the trial.  After leaching,
the soils were crushed, mixed and returned to their respective plastic
pots and 12 soybean Cciycine max (L.) Merr. var. Corsoyll seedlings
2-3 cm in height were planted in each pot.  Moisture content of the
soil was maintained, by weighing, at 37.5 percent.  The plants were
grown under greenhouse conditions during late July, August, September,
and October.  Daylength after August 10 was controlled at 14 hours.
The mean high and low temperatures for the period of the experiment
were 86.3 and 63.8°C,respectively.  After 19 days, six plants were
harvested, washed with distilled water, dried and ground in a Wiley
Mill to less than 40 mesh for analysis.  Similarly, three plants were
harvested after 30 days.  The remaining three plants were left to ma-
ture - 93 days - and seed as well as the aerial plant parts were har-
vested for analysis.  Germination in the soil of each treatment was
assessed by placing 100 seeds in Petri dishes containing the particular
treatment and moistening the soil.  The number of seeds germinating was
counted from days 3 through 5.

Tissue was analyzed for Ca, Mg, Fe, Mn, Zn, Cu, Cd, Cr, and Ni by atomic
absorption analysis after ashing at 500°C and dissolving the ash in
hydrochloric acid.  Phosphorus was determined by the vanadomolybdate
yellow method and N by the Kjeldahl method.  Sodium and K were analyzed
by flame emission spectroscopy.  Also, the above elements, with the ex-
ception of N, were determined in a 0.1 N^ HC1 extract of the soil using
a ratio of 0.5 gm soil to 10 ml acid and two-hour equilibration time.
A 1  to 1 soil-water paste was prepared for pH determination.

Results and discussion, general statement - All treatments supported
plants to maturity, although one replicate in the treatment combining
maximum rates of salt-simulated sludge-and digested sludge at the maxi-
mum  rate of 144 t of solids/ha of each and one replicate in the treat-
ment combining salt-simulated sludge at the rate of 72 t of solids/ha
                                 274

-------
with the maximum rate of digested sludge, did not produce pods.  In
subsequent analysis and correlation of the third cutting and seed data,
values for these missing data were calculated as the average of  the
remaining two replicates within the treatment.  Germination of soybean
seeds in the soil after leaching experienced none of the adverse treat-
ment effects occurring before leaching, with from 96 to 100 percent of
the seeds germinating in all treatment rates.  Soil pH  (Table 98) is
closely related to sludge treatment, with a negative simulated-sludge
interaction.  For all, except perhaps the lowest salt treatments, pH
is satisfactory for soybean nutrition.

Treatment effects of sludge and simulated sludge on soil Ifevels of
macro- and microelements - On extraction of elements from soil, the
levels of all elements measured in 0.1 N^ HC1 extracts (Tables 99
through 110 for P, K, Ca, Mg, Fe, Mn, Zn, Cu, Na, Ni, Cd, and Pb,
respectively) are very significantly (P < .01 in all cases, treatment
effects collected in Table: 138) affected by the treatments.  Also,
cump.it i :;on of I he mean effects; for e.;ich sludge type for the elements
cons 1-dered :mj;gesi .-, th.it the original levels added, the process of
leachlns' and the acid extraction employed combine to yield remarkably
similar concentrations for each incremental increase of sludge type
added.  These similarities are empirical evidence that  the attempt to
simulate the levels and availability of the elements in sludge was
successful.  Of special interest is the fact that interaction effects
between the treatments occur for all elements except Zn, Ni and Cu.
Correlation of the leached values with unleached data indicate that
levels of Zn, Mg and Cd extracted after the leaching procedure are
nearly equivalent to those extracted before leaching (for concentra-
tions prior to leaching compare Tables 85 through 96 in part one of
this section).  Copper, Fe, Mn, Ca, P, K, and Ni are from one-half to
three-quarters of the unleached levels.  In contrast, for simulated
treatments, Na levels decline to about one-third of those in the un-
leached series and Pb is about one-third the unleached values in both
sludge and simulated series.  Coefficients of determination for Zn,
Ca, P, K, Cu, and Cd in the above comparisons were above 0.80.  The
lowest coefficients xvrre Na at 0.29, a reflection of the rather com-
plete removal of readi.'y accessible sources of this ion by the leaeh-
ing procedure, and Mn at 0.32, perhaps a reflection of transformation
of this oxidation responsive ion into forms not readily available to
hydrochloric acid.  It should be noted that Na was the only element
among the analytes not added in the simulated sludge.  It occurs at
concentrations of about 125 ppm in the sludge used in the experiment.

Treatment effects, jirst cutting or beginning of rapid growth phase -
Data for yield of the first cutting are presented in Table 111.  Data
for tissue analyses of the elements determined in the plants at 19 days
are presented in Tables 112 through 136.   The tables are arranged in
the order N, P,  K, Ca, Mg, Fe, Mn, Zn, Cu, Na, Ni, Cd, and ash weight.
                                275

-------
Table 98.  Effects of digested sludge and salt-simulated sludge on pH
           of soil in which soybeans were grown.  Determinations made
           on a 1:1, by weight, soil-water paste.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 6.3 6.0 6.1
36 6.4 6.4 6.4
72 6.5 6.6 6.8
144 7.3 7.3 7.4
AVERAGE
EFFECT 6.6 6.6 6.7


Average
144 Effect
6.5 6.2
6.5 6.4
6.9 6.7
6.6 7.1

6.6
Least significant difference  (P)
   Interaction =0.2 (99:1)
   Average effect
      Salt-simulated sludge = 0.1 (99:1)
                                  276

-------
Table 99.  Effects of digested sludge and salt-simulated sludge on P  \
           contents in 0.1 .N HC1 extracts of soils  in which  soybeans
           were grown.  Data are reported in parts  per million of
           oven-dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 103 200 427
36 157 387 607
72 390 647 857
144 837 947 1157
AVERAGE
EFFECT 372 545 762
144
747
563
1177
1973
1115
Average
Effect
369
428
768
1228

Least significant difference (P)

   Interaction = 168 (99:1)
   Average effect
      Digested sludge = 53 (99:1)
      Salt-simulated sludge = 84 (99:1)
                                 277

-------
Table 100.  Effects of digested sludge and salt-simulated sludge on K
           contents in 0.1 N_ HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of
           oven-dry (110°C) soil.
S IMULATED D IGE S TED
SLUDGE SLUDGE
t/ha 0 36 72
0 110 117 150
36 110 173 197
72 160 213 240
144 287 333 357
'AVERAGE
EFFECT 167 209 236
Average
144 Effect
197 143
230 178
267 220
480 364
293
Least significant difference  (P)
   Interaction = 23  (99:1)
   Average effect
      Digested sludge = 7 (99:1)
      Salt-simulated sludge = 11 (99:1)
                                  278

-------
Table 101.  Effects of digested sludge and salt-simulated sludge on Ca
           contents in 0.1 N_ HC1 extracts of soils in which soybeans
           were grown.  Data are reported in percent of oven-dry  (110°C)
           soils.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 .30 .29 .30
36 .30 .30 .35
72 .33 .36 .42
144 .44 .50 .52
AVERAGE
EFFECT .34 .36 .40
Average
144 Effect
.38 .32
.43 .34
.49 .40
.59 .51
.47
Least significant difference
    Interaction = .03 (99:1)
    Average effect
       Digested sludge - .01 (99:1)
       Salt-simulated sludge = .01 (99:1)
                                 279

-------
Table 102. Effects of digested sludge and salt-simulated sludge on Mg
           contents in 0.1 N_ HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of
           oven-dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 747 660 667
36 670 643 733
72 627 693 853
144 837 930 1013
AVERAGE
EFFECT 720 732 817
144
783
880
990
1230
971
Average
Effect
714
732
791
1002

Least significant difference (P)
   Interaction = 76 (99:1)
   Average effect
      Digested sludge = 24 (99:1)
      Salt-simulated sludge = 38  (99:1)
                                 280

-------
Table 103. Effects of dipest'i-il .sludge  and  salt-simulated  sludge on F«
           contents in 0.1 N_ 11C1 extracts  of  soils  in which soybeans \
           were grown.  Data are reported  in  parts  per million of
           oven-dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 188 307 348
36 240 299 480
72 333 397 594
144 543 793 989
AVERAGE
EFFECT 326 449 603


144
702
774
973
1363

953


Average
Effect
386
448
574
922


Least significant difference  (P)
   Interaction = 124  (19:1)
   Average effect
      Digested sludge = 53  (99:1)
      Salt-simulated  sludge = 84  (99:1)
                                  281

-------
Table 104.  Effects of digested sludge and salt-simulated sludge on Mn
           contents in 0.1 N^HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of
           oven-dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72 144
0 127 169 214 271
36 129 224 255 256
72 168 216 250 256
144 226 226 251 348
AVERAGE
EFFECT 162 209 242 283


Average
Effect
195
216
222
262


Least significant difference (P)
   Interaction = 50 (99:1)
   Average effect
      Digested sludge = 16 (99:1)
      Salt-simulated sludge = 25 (99:1)
                                 282

-------
Table 105.  Effects of digested sludge and salt-simulated sludge on Zn
           contents in 0.1 N HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of oven-
           dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE * SLUDGE
t/ha 0 36 72
0 12 77 141
36 102 175 246
72 201 281 357
144 403 470 532
•AVERAGE
EFFECTS 180 251 319


Average
144 Effect
268 124
392 229
476 329
681 522

454
Least significant difference (P)
   Interaction = 25 (19:1)
   Average effect
      Digested sludge = 11 (99:1)
      Salt-simulated sludge = 17 (99:1)
                                 283

-------
Table 106. Effects of digested sludge and salt-simulated sludge on Cu
           contents in 0.1 N. HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of
           oven-dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36
0 3.2 13
36 15 27
72 31 42
144 61 70
AVERAGE
EFFECT 27 38
72
30
44
61
85

55
Average
144 Effect
56 26
65 38
81 53
110 81

78
Least significant difference (P)
   Interaction = 9 (19:1)
   Average effect
      Digested sludge = 4  (99:1)
      Salt-simulated sludge = 6 (99:1)
                                  284

-------
Table 107 • Effects of digested sludge and salt-simulated sludge on Na
           contents in 0.1 N_ HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of oven-
           dry (110°C) soil.
SIMULATED
SLUDGE
t/ha 0
0 37
36 42
72 22
144 32
AVERAGE
EFFECT 33
DIGESTED
SLUDGE
36
40
45
33
39

39
72
50
50.
42
73

54
Average
144 Effect
62 47
54 48
51 37
50 48

54
Least significant difference (p)
   Interaction = 14 (99:1)
   Average effect
      Digested sludge = 4 (99:1)
      Salt-simulated sludge = 7 (99:1)
                                 285

-------
Table 108 .  Effects of digested sludge and salt-simulated sludge on Ni
           contents in 0.1 N_ HC1 extracts of soils in which soybeans  v
           were grown.  Data are reported in parts permillion of oven-
           dry (110°C) soil.
SIMULATED
~ "SLUDGE
t/ha
0
36
72
144
AVERAGE
EFFECT
DIGESTED
SLUDGE
0 36 72
2.9 4.1 5.3
4.5 5.3 6.7
6.3 5.2 6.5
8.1 8.0 8.1
5.5 5.7 6.7

Average
144 Effect
5.9 4.6
7.2 5.9
6.7 6.2
8.6 8.2
7.1
Least significant difference (P)
   Interaction =1.8  (19:1)
   Average effect
      Digested sludge = 0.8 (99:1)
      Salt-simulated  sludge = 1.2  (99:1)
                                 286

-------
Table 109. Effects of digested sludge and salt-simulated sludge on Cd
           contents in 0.1 N_ HC1 extracts of soils in which soybeans  v
           were grown.  Data are reported in parts per million of oven-
         .  dry (110°C) soil.
SIMULATED . DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72
0 .1 1.8 3.7
36 5.9 7.6 9.3
72 11 13 15
144 23 23 23
AVERAGE
EFFECT 10 11 13
Average
144 Effect
7.4 3.2
12 8.8
18 14
34 26
IS
Least significant difference (P)
   Interaction = 3.3 (99:1)
   Average effect
      Digested sludge = 1.0 (99:1)
      Salt-simulated sludge =1.7 (99:1)
                                 287

-------
Table 110.  Effects of digested sludge and salt-simulated sludge on Pb
           contents in 0.1 N_ HC1 extracts of soils in which soybeans
           were grown.  Data are reported in parts per million of oven-
           dry (110°C) soil.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36
0 1.3 9.2
36 8.7 15
72 19 24
144 24 27
AVERAGE
EFFECT 13 19
72
16
21
29
26
23
Average
144 Effect
23 12
23 17
31 26
11 22
22
Least significant difference  (P)
   Interaction =3.7 (99:1)
   Average effect
      Digested sludge = 1.2 (99:1)
      Salt-simulated sludge = 1.8 (99:1)
                                 288

-------












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Table 113. Effects of digested sludge and salt-simulated sludge on ¥
           content in soybean seed.  Data is percent of oven-dry (6Qoc)
           tissue.
SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha 0 36 72 144
0 6.71 6.24 6.19 6.44
36 6.53 5.74 5.38 5.87
72 5.39 6.49 5.89 6.18
144 5.18 5.92 6.51 7.03
AVERAGE
EFFECT 5.95 6.10 5.99 6.38
Average
Effect
6.40
5.88
5.99
6.16


Least significant difference (P)
   Interaction = .96 (99:1)
   Average effect
      Salt-simulated sludge = .36 (19:1)
                                 291

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-------
Table 115. Effects of digested sludge and salt-simulated sludge on P
           content in soybean seed.  Data are reported in percent of
           oven-dry  (60°C) tissue.
SIMULATED
SLUDGE
t/ha 0
0 .52
36 .66
72 .80
144 .80
AVERAGE
EFFECT .70
DIGESTED

36
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.69
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.78
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   Interaction = .07  (99:1)
   Average effect
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      Digested sludge =  .07 (99:1)
                                293

-------





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-------
Table 117. Effects of digested .sludge and salt-simulated sludge on K
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SIMULATED DIGESTED
SLUDGE SLUDGE
t/ha G 36 72
0 1.74 1.77 1.83
36 1.72 1.89 2.03
72 2.00 2.06 1.84
144 1.91 1.88 1.76
AVERAGE
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                                295

-------




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-------
Table. 119- Effects of digested sludge and salt-simulated sludge on Ca
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SIMULATED
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                                297

-------





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-------
Table 121. Effects of digested sludge and salt-simulated sludge on Mg
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SIMULATED DIGESTED
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0 .28 .30 .27
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                                299

-------





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-------
Table 123. Effects of digested sludge and salt-simulated sludge on  Fe
           content in soybean seed.  Data are reported  in parts per
           million of oven-dry (60°C) tissue.
SIMULATED
SLUDGE
t/ha 0
0 54
36 48
72 45
144 56
AVERAGE
EFFECT 50
DIGESTED
SLUDGE
36 72
57 51
51 52
53 55
63 56

56 54
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49
47
59
46

50


Average
Effect
53
50
53
55


Least significant difference  (P)
   Interaction = 7  (99:1)
   Average effect
      Digested sludge = 2  (99:1)'
      Salt-simulated sludge = 3 (99:1)
                               301

-------


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-------
Table 125. Effects of digested sludge and salt-simulated sludge on
           Mn content in soybean seed.  Data are reported in parts
           per million of oven-dry (60°C) tissue.
SIMULATED
SLUDGE
t/ha 0
0 41
36 28
72 29
144 64
AVERAGE
EFFECT 41
DIGESTED
SLUDGE
36 72
63 93
94 103
84 71
66 53

77 80


144
83
78
65
67

73


Average
Effect
70
76
62
63


Least significant difference (P)
   Interaction = 24 (99:1)
   Average effect
      Digested sludge = 8 (99:1)
      Salt-simulated sludge = 12 (.99:1)
                                 303

-------




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-------
Table 127. Effects of digested sludge and salt-simulated sludge on
           Zn content in soybean seed.  Data are reported in parts
           per million of oven-dry (60°C) tissue.
SIMULATED
SLUDGE
t/ha 0
0 40
36 62
72 75
144 64
AVERAGE
EFFECT 60
DIGESTED
SLUDGE
36
67
62
67
74

67
72
64
64
64
82

68
144
60
67
69
80

69
Average
Effect
58
64
69
75


Least significant difference (P)
   Interaction = 5 (99:1)
   Average effect
      Digested sludge = 2 (99:1)
      Salt-simulated sludge = 3 (99:1)
                               305

-------


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    -------
    Table 129. Effects of digested sludge and salt-simulated sludge on
               Cu content in soybean seed.  Data are reported in parts
               per million of oven-dry (60°C) tissue.
    SIMULATED
    SLUDGE
    
    t/ha 0
    0 11
    36 8
    72 8
    144 11
    AVERAGE
    EFFECT 10
    DIGESTED
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    36 72
    10 9
    7 10
    11 12
    13 14
    
    10 11
    
    
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    144 Effect
    11 10
    12 9
    13 11
    11 12
    
    12
    Least significant difference (P)
       Interaction = 2 (99:1)
       Average effect
          Digested sludge = 1 (99:1)
          Salt-simulated sludge = 1 (99:1)
                                    307
    

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    Table 131. Effects of digested sludge and salt-simulated sludge on
               Na contents in soybean seed.  Data are reported in parts
               per million of oven-dry (60°C) tissue.
    SIMULATED
    SLUDGE
    t/ha 0
    0 37
    36 33
    72 36
    144 28
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    36 72
    33 35
    36 31
    27 39
    20 30
    
    29 34
    
    
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    32
    39
    32
    32
    
    34
    
    
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    34
    35
    33
    28
    
    
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       Interaction
       Average effect
          Salt-simulated sludge = 6 (99:1)
                                    309
    

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    Table 133. Effects of digested sludge and salt-simulated sludge on
               Ni content in soybean seed.  Data are reported in parts
               per million of oven-dry  (60°C) tissue.
    S IMULATED
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    72 4.2
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                                    311
    

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    -------
    Table 135.. Effects of digested sludge and  salt-simulated  sludge  on
               Cd content in soybean seed.  Data are reported  in parts
               per million of oven-dry  (60°C)  tissue.
    SIMULATED
    SLUDGE
    t/ha 0
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    36 2.2
    72 2.9
    144 3.3
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    36 72 144
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    2.3 1.6 2.4
    
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    0.7
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          Digested sludge = 0.2  (99:1)
          Salt-simulated  sludge =0.2  (99:1)
                                    313
    

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    A summary oi  the analyses of variance for  these data is given  in
    Table  138.   Interaction effects occur for  aJ 1 delta except Fe and ash
    weight.  Only l-'e 
    -------
    Table 137.  Effects of digested sludge and salt-simulated sludge on
               ash content of soybean seed.  Data are reported in per-
               cent of oven-dry (60°C) tissue.
    SIMULATED
    SLUDGE
    t/ha
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    0 36 72
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    5.87 6.55 6.68
    6.35 6.78 6.14
    6.59 6.20 5.72
    6.09 6.39 6.18
    
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    5.98
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       Average effect
          Digested sludge = .13 (99:1)
          Salt-simulated sludge =.20  (99:1)
                                    316
    

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    317
    

    -------
    ments, but P is about two times higher than their values.  As in the
    first cutting, K, Fe and Cu are less than values cited by Harper (64)
    for soybeans grown outdoors in sand culture.  Manganese values are
    three to four times those reported by Harper.
    
    Treatment effects, third cutting or mature plant at harvest - Analyses
    of the third cutting are for the aerial plant parts without seeds and
    pods.  Leaves were collected as they dropped.  Data for elemental con-
    centrations and a'sh content are presented in Tables 112 through 136.
    With the exceptions of Ca s Fe, Cu, Na, Ni, and Cd, digested-sludge
    treatments show main effects for the elements analyzed.  The contents
    of more elements are affected by salt-simulated sludge treatment with
    only Ca, Mg, Na, and Ni lacking in significant treatment effects.
    Interaction effects occur for all elements except Ca, Fe and Ni.  The
    production of dry matter at maturity is highly significant for both
    main effects and interaction, the combination of sludges reducing yield
    somewhat (Figure 78) at the highest treatment levels.
    
    Nitrogen and Mg are higher than values reported by Ohlrogge (115) as
    is P, which is in the range that Webb et al. (167) cited for Mg defi-
    cient plants.  Manganese values, except for the two lower treatments
    of salt-simulated without digested sludge, are much higher than any
    data cited by Ohlrogge.  Compared with data of Hanway and Weber (63)
    for whole plant analyses at harvest, N tends to be lower, P three-times
    higher and K is lower by one-third.  Nitrogen is one-half and K is
    one-quarter the levels cited by Harper (64), whereas, Ca and Mg are
    three-times higher, P two-times and Mn and Zn four-to ten-times higher.
    Iron is slightly higher.
    
    Treatment effects, seed - Among the data obtained, those for seed
    analyses (Tables 113 through 137 and summary in Table 138) are of most
    immediate Interest with regard to application of sludge on cropland
    because seed is the product utilized in commerce.  Therefore, it is
    particularly noteworthy that more main and interaction effects are
    significant for seed than in any of the three harvests of plant tissue.
    Only main effects of Mg and Na for- digested and Ni for salt-simulated
    sludge and Ca and Na for interaction are not significant.  As in yield
    of stems and leaves at maturity, the weight of beans is significant
    for both main effects and interaction and the interaction is similar
    to that in the third cutting wherein the combination substantially re-
    duces yield (Table 139 and Figure 79).  Oil content  (Table 140) is
    reflected in significant treatment effects for interaction and digested
    sludge., sludge tending to diminish oil content probably partly because
    of dilution due to protein increases.
    
    Treatment effects, summary - Application of salt-simulated or digested
    sludge results in significant differences in content of all elements
    analyzed for in this experiment.  Only Ca, Na and, particularly, Ni
    content of the aerial plant parts show decreasing tendencies for sig-
                                    318
    

    -------
    Yield
      (g)
               0       18       36      72      144
                 Salt - Simulated  Sludge
                            (t/ha)
     Figure 78.  Weight of aerial plant  portion of soybean at maturity
                 without seeds and pods.  Weights are for one plant.  The
                 surface is generated by the  equation Y = 1.03 -I- 0.75 X,
    + 2.19 X  + .009
    - 0.18
                                                -  .092
    , where KI is
    The standard
                 simulated salt and  X2  is  digested sludge.
                 partial regression  coefficients are: Xj_, 0.63; X2 , 1.84;
                 X±2, .064; X22,-1.29;  Xj_X2 , -0.45.  The multiple corre-
                 lation coefficient  is  0.68.
                                 319
    

    -------
    Table 135. Effects of digested sludge and salt-simulated sludge on
               seed weight.  Data are reported in grams of oven-dry
               (60°C) seed from 3 plants.
    SIMULATED DIGESTED
    SLUDGE SLUDGE
    t/ha 0 36 72
    0 5.41 10.55 12.14
    36 9.72 10.10 12.57
    72 10.20 8.95 13.31
    144 12.78 12.60 8.59
    AVERAGE
    EFFECT 9.53 10.55 11.65
    
    
    144
    11.63
    12.30
    14.83
    6.56
    
    11.33
    
    
    Average
    Effect
    9.93
    11.17
    11.82
    10.13
    
    
    Least significant difference  (P)
       Interaction =5.57  (99:1)
       Average effect
          Digested sludge =1.76  (93:1)
                                    320
    

    -------
    Bean
     Wt
     (g)
            6.75
            6.00
                       18
                  Salt - Simulated  Sludge
                             (t/ha)
    Figure 79.  Weight  of  seeds  produced by digested- and simulated-
                sludge  applications  to Blount silt loam.  Weights are
                for seeds  collected  from three plants.  The surface is
                generated  by  the equation Y = 6.35 + 1.54 X^ + 1.42 \2
                - 0.11  Xi2 --  .068 X22 - 0.18 X]_X2, where Xi is simulated
                sludge  and X2 is digested sludge.  The standard partial
                regression coefficients are: Xi, 1.63; X2, 1.51; X^2^ -.99;
                X2*, -.63; X]_X2,  -1.11.  The multiple correlation coeffi-
                cient is 0.70.
                                  321
    

    -------
    Table 140. Effects of digested sludge and salt-simulated sludge on
               oil content of soybean seed.   Data are reported in per-
               cent of moisture-free seed.
    SIMULATED
    SLUDGE
    r/lia 0
    0 2.1. (i
    36 21.2
    72 22.2
    144 22.9
    AVERAGE
    EFFECT 21.8
    DIGESTED
    SLUDGE
    16 7?
    21.4 21.')
    22.5 21.9
    20.0 22.2
    21.6 19.7
    
    21.4 21.3
    
    
    144
    2J .2
    21.1
    20.7
    19.2
    
    20.6
    
    
    Average
    Effect
    21.3
    21.7
    21.3
    20.9
    
    
    Least significant difference
       Interaction = 2.0 (99:1)
       Average effect
          Digested sludge = 0.6 (99:1)
                                   322
    

    -------
    nifleant treatment effects as the soybean plant develops, however,
    these elements do show treatment responses for elemental contents of
    the seed.
    
    Correlation?: oJ" elemental contents among cuttings and with soil -
    Relationships among elements in the tissue of the first cutting are
    evident in Figure 80.  The large number of significant relationships,
    most of which are negative, with Na is noteworthy.  Also, the majority
    of interelcmenLai ielationships with Ca and Mg are negative.  The
    highest correlation coefficient, .89, occurs between Ca and Na.  Con-
    siderably fewrn significant, relationships occur in the second cutting
    (Figure 81) ar.;i aaiong these the sense of the relationship has changed
    to negative for Cd and Ca contents.  At harvest the numbor of signi-
    ficant iel it i •-• Kshipu  (.Figure 82) increased substantially over that of
    the second cutting,   hoie negative relationships occur and Cu-Cd and
    Cu-Zri correlations have changed to negative relationships.
    
    Fewer significant correlations  (Figure 83) occur in the content of ele-
    ments in seed than among elemental contents of the aerial plant parts
    at harvest.  Nitrogen and Ca are noteworthy in that all correlations
    associated with these elements are negative.  The four correlations as-
    sociated with Ni contrast with only one correlation that exists among
    all of the three cuttings of aerial plant parts.
    
    Reference to Table? 141 and 142 offers an opportunity to follow the
    correlation pt elemental content through the three cuttings, seed and
    with soil extract.  Among the macroelements, P, K, and Mn, and Fe, to
    a lessei extent, exhibit significant correlations between the first
    harvest, subsequent cuttings, seed, and soil extract.  Among the micro-
    elements, on'ly /'n shows a similar tendency for first cutting levels to
    correlate with Jater cuttings, seed and soil.  In the seed, levels of
    N, P, Mg, Fe, 
    -------
        Cd
        Cu
                    s'   \
                  '       I
    -  \  -< *       >'46
      >wx   x^v      /
     '  \   ^--xx   /
    48   \     ^"^^^jv/i
         \38           Mg
              66
                    Zn
             Fe
    Figure  80.  Graphical  representation of simple linear correlations
               among macroelements and microelements in soybean aerial
               plant parts harvested at 21 days, the beginning of the
               rapid growth phase.  Numbers are correlation coefficients
               multiplied by .100.  Coefficients greater than 28 are sig-
               nificant at the .01 level.  Dashed lines are negative
               correlations.
                                324
    

    -------
                   Ni
                                                                  50
        Cu
               Mg
              62
                   Zn
    Fe
    Figure 81.   Graphical representation of simple linear  correlations
                among macroelements and microelements  in soybean aerial
                plant parts harvested at 32 days,  the  initiation of
                blooming.  Numbers are correlation coefficients multi-
                plied by 100.  Coefficients greater than 28 are signi-
                ficant at .05 level and coefficients greater than 37
                are  significant at the .01 level.   Dashed  lines are
                negative correlations.
                                 325
    

    -------
                   Ni
        Cu
               Mg
                    Zn
    Fe
    Figure 82.   Graphical representation of simple linear  correlations
                among macroelements and microelements  in soybean aerial
                plant parts harvested at 95 days,  the  date of harvest.
                Numbers  are correlation coefficients multiplied by 100.
                Coefficients greater than 28 are significant at .05 level
                and  coefficients greater than 37 are significant at the
                .01  level.  Dashed lines are negative  correlations.
                                  326
    

    -------
                    Zn
    Fe
    Figure 83.  Graphical representation of  simple  linear  correlations
                among macroelements and  microelements  in soybean seeds.
                Numbers are correlation  coefficients, multiplied by 100.
                Coefficients greater than 28 are  significant at .05
                level and coefficients greater  than 37 are significant
                at the .01 level.   Dashed lines are negative correlations.
                                   327
    

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    -------
    loading rate and this element is the source of adverse physiological
    and pathological effects.  The highest levels observed in the seed
    are below the 5 to 10 ppm of diet that Weber and Reid (168) found re-
    duced b~one citric-acid levels in mice.  Assuming the concentration
    effect in processing beans for meal the level of Cd remains below the
    considered detrimental to livestock especially in view of the fact
    that soybeans grown in sludge amended soil will be blended or mixed
    with beans of low, native Cd content originating from usual agricul-
    tural production.'  Of course, the important aspect of availability of
    Cd in meal to absorption in the animal is not considered here,  Ad-
    ditionally, the ameliorative effects of increasing amounts of Zn,
    creating a similar Zn to Cd ratio, should be of benefit to any ulti-
    mate animal use of the bean.  Except for K which occurs in small amounts,
    digested sludge used in the study is a ready source for plant uptake of
    all major elements and minor elements determined in this study.  Also,
    the lack of toxicity symptoms and the positive results for yield sug-
    gest that the ratios of elements taken up by soybean under the condi-
    tions of this experiment are in favorable ranges for soybean growth and
    development although the data suggest that application rates in excess
    of 144 t/ha, especially over short time intervals, may be associated
    with yield decline.
                                    330
    

    -------
                               SECTION VIII
                        SUPPLEMENTAL FIELD STUDIES
    Plant Responses to Applications of Digested Sludge in Field Studies
    
    Introduction - Yields of both corn and soybeans have been significantly
    increased during the last four growing seasons by furrow irrigation
    with digested sludge drawn from the heated anaerobic digester at the
    Metropolitan Sanitary District of Chicago's Southwest Plant.  Sludge,
    soils, and plant tissue samples were analyzed to determine nutrient
    and certain nonnutrient chemical element accumulations in soils and
    uptake by various grain, forage, and fiber crop plants.  Absorption
    of some chemical elements by grain and forage crop plants has been in-
    creased by sludge applications but concentrations in plant tissues are
    considerably below levels considered to be harmful to animals consuming
    the crops.
    
    Experimental procedure:  corn - The continuous corn experiment was con-
    ducted on 6 x 22 m plots and was replicated four times.  The soil was
    Blount silt loam which had been cropped to alfalfa in 1965 and 1966.
    
    The check plots were not fertilized in 1968 but 269 kg of N and 302 kg
    of P (?2^5 equivalent) per hectare were applied annually during three
    following years.  All plots received a broadcast application of 224 kg
    of P per hectare (K^O equivalent) during the last three years.  All
    inorganic fertilizer was applied in the spring before plowing and rid-
    ging the soiJ.  After the ridges and furrows were established, corn
    was planted on the ridge tops 76 cm apart at a row spacing to give a
    plant population at harvest of about 44,440 in 1968 and 61,700 plants
    per hectare in following years.  The first application of sludge after
    planting was usually made when the corn plants had reached a height of
    about 15 cm.  The treatments were 0-, 0.64-^ 1.3-j and 2.5-cm applications
    applied as frequently during the growing season as drying conditions
    of the sludge would permit.  Preemergent herbicides were used to con-
    trol weeds and the plots were never cultivated during the growing sea-
    son.
                                    331
    

    -------
    Results of continuous cprn_ study ~ Average corn yields for three
    rates of sludge iriigation, as compared with no sludge, are given in
    Table 143.  Also given are the total liquid and dry solids applied
    each year.
    Table 143.  Corn yield obtained with sludge treatments and sludge
                treatment levels.
                Rate of Application
    Greatest Application Rate
    Year
    
    1968
    1969
    1970
    1971
    4 yr
    ave.
    0
    cm
    
    4.16
    8.96
    5.53
    6.06
    6.18
    0.64
    cm
    yield ton
    6.03
    9.34
    7.48
    6.50
    7.34
    1.3
    cm
    2.5
    cm
    per hectare
    7.16
    9.42
    7.62
    6.92
    7.78
    7.02
    9.44
    8.63
    7.88
    8.24
    Total liquid
    cm/yr
    17.14
    25.4
    22.86
    25.4*
    90.80
    Total dry solids
    t/ha
    51.5
    47.3
    69.0
    96.5
    264.3
    *  An additional 12.7 cm were applied after the growing season con-
       taining 3.38 percent solids or on a dry weight basis, 41.2 tons
       per hectare.
    In Table 143 it may seetn that with regard to 1969 yields the plots
    treated with one-fourth maximum applications were as.great as those
    from plots receiving higher rates.  Considering the carry-over of
    nutrients from sludge application made during the previous year, plus
    those made during the growing season, the lack of response to higher
    applications of sludge was probably due to the fact that over 33 cm
    of well-distributed rainfall occurred during the months of June and
    July (Table 144).  It is somewhat remarkable though, that 25.4 cm of  v
    additional water supplied as sludge did not cause a decrease in
    yields for the highest treatment.  One might well expect a decrease
    during a season of such high amounts of rainfall, because Blount silt
    loam is poorly drained.  It appears that yields were substantially in-
    creased as a result of thef additional water supjilied by the sludge
    Irrigation treatments in 1970, a year in which 17.8 cm of rain fell
    in June and July.  While a favorable response was obtained with sludge
    applications in 1971, the increase in yields was less than expected
    in a year during which only 11.2 cm of rain fell in June and July.
                                     332
    

    -------
    In some similar sludge-treated plots on the same field in 1971 the
    conductivities of saturated extracts of soils were found to be greater
    than 5 mmhos/cm.  Thus, under the extremely dry conditions experienced
    during the 1971 growing season, high soluble salt contents may have
    adversely affected corn yields on sludge-treated plots.
    Table 144.  Monthly rainfall during the growing season, as cm.
    Year    April     May     June    July    August    September    Totals
    5.38
    13.00
    33.18
    6.73
    13.97
    17.93
    11.00
    4.19
    6.43
    15.67
    6.81
    6.98
    3.43
    1.78
    2.54
    4.95
    9.35
    3.22
    22.07
    5.46
    44.91
    60.73
    65.99
    29.84
    1968    6.35
    1969    9.12
    1970   10.39
    1971    1.52
    Although most oi the water appJled by sludge irrigation is lost by eva-
    poration because the suspended solids seal the surface of the soil, this
    sealing apparently serves to conserve available water stored in the root
    zone.  On the other hand, when rainfall is insufficient to leach soluble
    salts to lower depths, the increase in osmotic pressure in soil solu-
    tions with higher rates of sludge applications may off-set some of the
    water conserving advantage.  Nevertheless, it is noteworthy that neither
    during the relatively wet growing season of 1969 nor the dry season of
    1971 did yields decrease with increased sludge applications.
    
    Digested sludge on a dry weight basis is a low grade fertilizer, but
    when frequently applied as a liquid by irrigation methods large amounts
    of almost all plant nutrients are supplied.  The total amounts of plant
    macronutrients added to the soil as a result of maximum irrigation of
    corn with digested sludge are given in Table 145.  These amounts have
    been incrementally applied as constituents of the applied digested
    sludge on maximum-treated plots during four years.  The aggregate of
    103.4 cm of digested sludge applied during four years is equivalent to
    a total solids loading of 305.5 dry tons per hectare.
    
    
    Table 145.  Total plant macronutrients in kilograms per hectare applied
                as a constituent of sludge on corn plots receiving maximum
                treatments during four years.
    Total N
    14,426
    NH4~N P
    6,462 8,445
    K
    1,277
    Ca
    9,990
    Mg
    2,890
    S
    1,131
                                     333
    

    -------
    Digested sludge nearly always contains large quantities'-of plant es-
    sential tnicronutricnts.  The amounts'applied on the maximum-treated
    corn plots as a constituent of sludge are presented in Table 146.
    Table 146.  Total plant essential micronutrients in kilograms per
                hectare applied as a constituent of sludge on corn plots
                receiving maximum treatments during four years.
      Fe        Zn        Cu        Mn        Mo         B         Cl
    14,717     2,072     538       179       0.4        18       2,262
    Plants are the source of certain minor elements that are essential to
    the growth of animals but not for the plant itself.  In addition to
    most of the elements listed in Table 146, animals require small amounts
    of the elements listed in Table 147.  The data in Table 147 indicate
    that relatively large amounts of essential elements for animals have
    been added on the maximum-treated plots.
    Table 147.  Minor elements (kilograms per hectare) applied as a
                constituent of sludge on crop plots receiving maximum
                treatments during four years.  These elements are con-
                sidered essential for animals but not for plants.
     Na            Cr            Co     ^       Se      -    •  -Hi
    605           1288          1.2           1.6           130
    Plants absorb many minor elements which are not presently considered
    to be essential for either plants or animals.  Like most natural pro-
    ducts, digested sludge contains nonessential trace elements.  The ele-
    ments listed in Table 148 are those most frequently mentioned as
    having potential for producing a detrimental effect on animals which
    have consumed feed containing some concentration in excess of the
    critical level.  The total amounts of four nonessential minor elements
    applied during a four year period as a constituent of sludge on max-
    imum-treated corn plots are given in Table 148.
                                     334
    

    -------
    Table 148.  Additional total trace elements (in kilograms per hectare)
                applied as a constituent of sludge on corn plots receiving
                maximum treatments during four years.  These elements are
                not considered essential for either plants or animals.
              Pb             Hg             Cd             Sn
             459            0.16           146            18.4
    Some changes in soil chemical parameters with digested sludge applica-
    tions are of interest.  First, in the absence of a continuous liming
    program, frequent sludge applications will result in a lowering of the
    pH in the soij surface as evident from the data presented in Table 149.
    After the application of 42.5 cm during a two-year period the soil was
    reduced from a pH value of 5.6 to 4,9.  The depression of soil pH
    values probably was caused by the large amounts of nitrogen applied as
    a constituent of digested sludge.  The pH values were allowed to reach
    much lower values than would be permitted under a normal soil management
    program, because we x\ranted to see how soil pll would effect the absorp-
    tion of trace elements by corn plants, which is discussed later on.  In
    the fall of 1970, limestone was applied on the plots at rates calculated
    to raise the soil pH to a value of at least 6.  As much as 11.2 tons per
    hectare of limestone were applied on the maximum sludge treated plots.
    When the soils were sampled in the latter part of April, a few weeks
    before planting the 1971 crop, only slight increases in soil pH values
    were noted as a result of lime applications.  Another item to be noted
    from Table 149 is the marked increase in plant available phosphorus
    (Pi) with increasingly greater sludge applications.  After two years
    of digested sludge application the' concentration levels of phosphorus
    (Pp.) which are slowly available to plants from precipitants in soils
    were greater than could be read from the standard laboratory calibra-
    tion curve, even at the lowest sludge application rate.  The apparent
    decrease in plant available potassium from 1969 to 1971 may be normal
    variation related to soil conditions at time of sampling, sample hand-
    ling, etc., but the trend is of interest.  Available K appears to have
    been reduced in all plots, even though 224 kg per hectare of (K/?0 equi-
    valent) K fertilizer were applied annually over all plots.  Soil contents
    of plant available K do not appear to be influenced by sludge loading
    rates.
    
    After the first three years of applying digested sludge at the annual
    rates given in Table 143, it was possible to detect significant changes
    in the total concentrations of some elements in the surface of the soil.
    As shown in Table 150, the concentration increases in soils of total P,
    Cu, Cd, and Hg with increased loading rates were significant at the
                                    335
    

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     1-percent  level.  Concentration  increases of Cr, Pb and Zn in the soil
     surface  horizon were  found  to be significant at the 5-percent level.
     Changes  in concentration  levels  were not noted  for all elements for
     several  reasons.  Digested  sludge may contain concentrations that are
     about  the  same as those in  soils, the chemical  elements have migrated
     with percolating water to lower  depths, or the  amount of a particular
     chemical species in soils is so  large that the  amounts added as a
     constituent  of sludge cannot yet be detected above the normal varia-
     tion between soil samples.
    
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     provides an  estimation of the plant availability or mobility of the
     several  species of elements.  As shown in Table 151, digested sludge
     applications have increased the  mobility of P, Na, Cr, Cu, Pb, Ni, Zn,
     and Cd in  the zero to 15.2-cm depth of Blount silt loam.  In the
     30.5-to  45.7-cm depth increased  mobilities of Na, Cr, Cu, Zn and Cd
     with sludge  applications  are highly significant, although actual change
     in conceiitration are  very small  for some species.  The increased mo-
     bilities of  Mn and Pb with  sludge application are significant at the
     5-percent  level.  An  important observation that may be made from the
     data in  Table 151 is  that whereas there is little doubt that available
     phosphorus increases  with sludge applications in the plow layer, in-
     creases  in concentration levels  in deeper soil horizons are highly
     variable.
    
     Data are gathered into Table 152 to show the relative proportion or
     percent  of the several total chemical elements extractable with
     0.1 N^ HC1.   Except for K, Ca, Mg, Fe, and Mn, extractability increases
     for all  elements with increased  sludge applications.
    
     As can be seen in Table 153, sludge applications were highly correlated
     with increased contents of N, P  and Zn in corn leaf tissue.  In the
     case of  Mg,  sludge applications  were highly correlated with a decreased
     content  of the element in the plant leaves.   Concentrations of the ele-
     ments Ca, Mn, Cd, and B as found in corn leaf tissue correlated with
     sludge applications at the 5-percent level of significance.  Only Zn
     and Cd concentrations in corn grain correlated at the 1-percent level
     with sludge  application.   The content of K in corn grain significantly
     correlated with sludge application at the 5-percent level.
    
     To summarize, it is evident that a favorable yield response can be ex-
     pected from relatively large sludge applications in a year of normal
    weather  conditions.   However, corn yields were not decreased by sludge
     applications during a very wet growing season,   Trace elements added
     as constituents of sludge have not presented a problem, even though the
     Blount silt loam is a poorly drained soil and soil pH was permitted to
    decrease to a low value with respect to crop production.   Since trace
    elements would be most mobile or available to plants in poorly drained,
    acid soils, the concentrations of trace element  in corn tissue samples
                                     338
    

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    arc higher then would be expected where internal soil drainage is bet-
    ter and soil pH Is maintained at a value of 6 or greater.   Thus, corn
    plants did not accumulate, toxic levels of trace elements even under
    soil conditions x-.Thich should favor such a development.
    
    Experimental procedure:   soybeans_ - The continuous soybean experiment
    was established to test, under field conditions, the availability to
    crop plants of phosphorus in digested sludge.  However, because of
    what we now know about the rapid build-up of available phosphorus with
    sludge applications, our present interest in continuing this study is
    to see how the high soil contents of available phosphorus will effect
    soybean rmtrlMon,  Soybeans were chosen for this study in order to
    eliminate the effects that the nitrogen in the sludge might have on a
    non-leguminous pLant,
    
    Three replications of 12 x 12 m plots were established on Blount silt
    loam in the fall of 1968 for the following treatments:  (1) zero or
    control, (2) maximum, (3) one-half maximum,  (4) one-fourth maximum ap-
    plication rates of sludge, and (5) well water supplied at the same time
    and rate as the maximum sludge application.  The plots were split and
    superphosphate was applied by broadcasting on one-half of each plot at
    a rate to provide 269 kiJograms per hectare of P20s equivalent each
    year.  Also, all plots received a broadcast application of potassium
    chloride to provide 269 kilotrams per hectare of K20 equivalent.  After
    fertilizer was applied,  the Blount silt loam plots were fall plowed.
    During tae following years all inorganic fertilizer was applied before
    spring plowing.  The soybeans were planted on the ridges and furrow-
    irrigated with sludge and water in the same manner as was used for the
    corn study described earlier.
    
    Results and discussion - Soybean yields for phosphate, sludge and water
    treatments are given in Table 154.  A significant increase in yields
    ia response to additional phosphorus applications had not been observed
    in three years.  Evidently the soil has sufficient available P to meet
    the demands of soybean plants, even though the Blount silt loam study
    site was selected because this soil type generally is somewhat defi-
    cient in available P.  In all three years yields have been significantly
    (P > .01) increased witu increased sludge- applications.  During the
    first two years, water alone significantly increased yields, but not
    in 1971.  Except, for the first year9 1969, the maximum sludge treatment
    produced an increased yield over an equivalent amount of applied well
    water.  However, the increased soybean yields for the maximum appli-
    cation of sludge were better than the equivalent water treatment only
    at the 5 percent  Level of significance in 1970.  While it is probably
    too soon to speculate, Jt can be seen in Table 154 that there is a
    trend toward decreased soybean yield by years for all treatments.  The
    failure to obtain a  favorable yield response to the 20.3 cm of irriga-
    tion water applied during the. very dry season of 1971  (see Table 144)
    cannot be explained.
                                     342
    

    -------
    Table 154,  Soybean yield responses to phosphorus, sludge, and
                water applications.
    Year
    P205
    kg /ha
    Rate of sludge application
    0 cm
    0.64 cm
    1.3 cm
    2.5 cm
    Water2-''
    _ _ _ _ _ Metric ton per hectare - - - -
    1969
    
    1970
    
    1971
    
    0
    269
    0
    269
    0
    269
    2.28
    2.53
    1.93
    1.89
    1.77
    1 . 53
    3.02
    3.00
    2.76
    2.57
    1.93
    1.87
    3.24
    3.16
    2.98
    2.84
    2.10
    2.08
    3.36
    3.50
    2.84
    3.19
    2.13
    2.12
    2.92
    3.48
    2.57
    2.59
    1.50
    1.74
    Total
    sludge
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    en
    20.3
    20.3
    22.9
    22.9
    33. ^
    33. O^7
    a/  Water was applied at the same rate and time as the maximum sludge
        application,
    b/  20.32 of the 33.02 cm of sludge were applied during the growing
        season.
    Several chemical elements (Table 155) were significantly increased in
    the surface horizon of Blount silt loam by applications of digested
    sludge.  Howevers no significant increases in soil contents of total
    K, Mg, Mn, Na, or Ni were detected.  Failure to observe a significant
    increase in total amounts of these elements is probably due to the
    fact that sludge applications have not supplied amounts of the ele-
    ments in sufficient quantities to exceed amounts removed in grain and
    leaching Lo lower soil depths.  Also, the amounts of these elements
    added are small compared to levels that occur naturally.  Applications
    of inorganic P afLected only the accumulation of total Fe in the sur-
    face of the soil,  Increases in surface-soil Fe contents with increased
    sludge applications were significantly greater (P>0.05) in the absence
    of the additiona.1 inorganic P.  Perhaps the inorganic P increased the
    mobility of the iron, resulting in a greater movement of the element
    to lower sol! depths, although no differences in extractable Fe con-
    tent were observed in the 30.5-to 45.7-cm depth (Table 156).  Appli-
    cations of inorganic P fertilizer did not significantly affect the
    total P content in the soil surface, which is to be expected because
    the levels added correspond to about ten percent of the naturally oc-
    curring amount.
    
    Concentration levels of chemical elements extractable with 0.1 IN HCl
    from samples of soil collected from soybean plots are presented in
    Table 156.  As may be seen in Table 156, the extractability of all
                                     343
    

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    elements except Fe was significantly increased in the soil surface
    horizon  (0 tc 15.2 cm) by digested sludge applications.  But the
    application oi inorganic P did not affect the extractability of any
    of  the elements ia the surface horizon.  It did, however, have a sig-
    nificant affect, on the extractability of several elements from subsoil
    samples  (30.5 to 45.7 cm).  Applications of inorganic P fertilizer
    significantly decreased the levels of extractable Mn, Ni and Zn from
    subsoil  samples.  Digested sludge applications significantly increased
    the levels of" extractable K, Mg, Fe, Na, and Cr from subsoil samples.
    In  the absence of inorganic P fertilizer applications, the application
    of digested sludge decreased the extractability of Mn from subsoil
    samples.  Where inorganic P fertilizer was applied, digested sludge
    applications did not affect the extractability of Mn.  Thus, for sub-
    soil extractabde Mn, a highly significant (P>0.01) interaction effect
    between P fertilizer and sludge applications was found.
    
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    (Table 156) for O.i N_ HC1 extractable Cd are greater from surface soil
    samples  than are found for total Cd as presented in Table 155.  These
    discrepancies are due in part to experimental error and to the varia-
    bility among samples.  Even more important though is the fact that nearly
    all of the Cd added in sludge is extracted by the acid.  Comparison of
    the data givt-n in Tables 155 and 156 for increasing sludge treatments
    bears out this relationship.  Cadmium supplied to soils as a constituent
    of digested sludge exhibits a high degree of availability for absorption
    by crop plants as indicated by the fact that extractable amounts are
    comparable to amounts added.
    
    Contents (Table 157) of P, Mg, Mn, Na, Zn, and B in soybean leaves col-
    lected at the early bloom stage were significantly increased by digested
    sludge apyliii ations.  Increased concentrations of these six elements in
    soybean 3eaves with sludge treatment were significant at the one percent
    level.  Analyses for Hg contents in soybean leaves from selected plots
    were made and the results are also shown in Table 157.  Although the
    Hg concentration data were not statistically analyzed, they do show a
    trend toward an increased relationship between leaf contents of the
    element and quantities of sludge applied.  It has been observed from
    other studies that the Hg content in plant tissues is decreased by di-
    gested sludge applications.  The additional inorganic P fertilizer
    apparently increased the content of Mg in soybean leaves.  The effect
    of phosphorus fertilizer on Mg levels in soybean leaves was significant
    at the 5-percent level.
    
    Increased concentrations of K, Ca, Mn, Na, Zn, and Cd were found to be
    significantly (P>0.01) increased in mature soybean grain with the ap-
    plication of digested sludge.  Although significant at only the 5 per-
    cent level, it can be seen in Table 158 that P and Mg concentrations
    are also increased in soybean seeds with increased sludge applications.
                                         347
    

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    Furthermore, the increases in concentrations of Mn, Mg and Ca in soy-
    bean grain observed with applications of inorganic P fertilizer are
    significant af the 5-percent level.
    
    Contents of Cr, Pb and Ni in soybean leaves and grain were below de-
    tectable limits for the method used.  These elements are present at
    the hundreds of part per billion level or less.
    
    In view of the fact that concentrations of both plant available and
    slowly-available forms of P are increased in soils at a rapid rate
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    study has afforded an excellent opportunity to make some observation
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    Experimental procedure;  Kenaf - Kenaf (Hibiscus -cannabinus) is grown
    in several tropical countries as a source of textile and cordage fiber.
    Fibers of the plant have characteristics or properties that make it com-
    parable to most softwoods and superior to hardwoods as a raw material
    for making paper products.  It can also be used as a blend to improve
    the pulping quality of less satisfactory materials used in the production
    of paper.
    
    Although very little was known about the fertility requirements or
    adaptability of kanaf to northern Illinois climatic conditions,-it
    seemed in 1968 to be an ideal crop for use in a digested sludge utili-
    zation study.  Thus, a field study was established to determine the
    yield response of several varieties of kenaf to digested sludge appli-
    cation.  During the first year, 1968, only one variety was planted in
    102 cm spaced rows in 4-row plots, 12-m long.  Each of the four rates
    (same as for t:he corn study) of sludge application on kenaf plots was
    replicated, four times.  In 1969 and 1970, the plots used for kenaf in
    .1968 were split to accommodate two varieties which were planted with
    a grain drill jfn 61-cra row spacing by May 15 each year.  In 1969 each
    treatment for each variety was again replicated four times but in 1970  .
    the treatments were replicated only twice since the east one-half of
    the area was used, to establish an alfalfa study.  Digested sludge was
    applied between the rows of Venaf during the growing seasons beginning
    each year when the plants had reached a height of 20 to 25 cm.
    
    Results and discus sign of the kena_f__£tud_y_ - The kenaf yields are re-
    ported in Table 159 witb respect to variety, year, and treatment.  The
    maximum treated plots received a total of 36.3 to 51.5 tons per hectare
    of sludge on a dry weight basis each year and during the latter two
    years the control or check plots were treated with 269 kilograms of N,
    305 kilograms of P  (P705), and 134 kilograms of K  (K20)per hectare.
                                     350
    

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    -------
    However, kenaf yields veie rtat significantly increased by the added
    fertility.  Either fcenai" has a very low fertility requirement or the
    varieties available are not well adapted to climatic conditions in
    Illinois or both.  At any rate, the yields obtained from kenaf are
    insufficient for it to compete with corn or soybeans for land on an
    economical return basis.
    
    Near the end of the first growing season for kenaf (1968) , but before
    frost occurred, samples of leaf tissue were collected from the top most
    part of the 1.8-to 2.1-raeter tall plants.  The kenaf leaf samples were
    analyzed for total N and some metals.  Average results are presented
    in Table 160, but the data were not statistically analyzed.  Neverthe-
    less, the increase in ]eaf N content and decrease in leaf Mg content
    with increasingly greater sludge applications aay be real differences.
    Both Zn and Mn concentration levels appear to be increased with increa-
    singly greater sludge applications.  On the basis of the amount of Zn
    applied as a constituent of digested sludge, one might expect an in-
    creased Zn uptake by plants, but not of Mn.  The digested sludge con-
    tained Zn concentrations that ranged from about 150 to 200 parts per
    million, while Mn concentration levels were most often in the range of
    3-5 parts per million and seldom exceeded 10 parts per million on a wet
    weight basis.  The amounts of Mn supplied on the plots as a constituent
    of sludge were very small compared to native amounts in the soil.  None
    of the concentration levels of Cr, Pb or Ni were high enough to be de-
    tected by the method used.
    Table 160.  Total nitrogen and selected metal contents of kenaf leaf
                tissues after the first growing season (1968) during which
                17.8 cm of liquid digested sludge (equivalent to 51.5 tons
                of solids per hectare) were applied on the maximum treated
                plots.
    Sludge appl.
      Rate                 N            Mg            Zn            Mn
                         - - Percent - - -            - - -
    
        0                1.87          0.53          44.0          62.5
    1/4 Max              3.51          0.51          77.5         100.0
    1/2 Max              3.60          0.50         130.0         310.0
      Max                3.77          0.44         123.5         312.5
                                    352
    

    -------
    Experimental procedure:  alfalfa - As mentioned above, one-half of the
    plots formerly planted each year to kenaf were seeded to alfalfa in
    the spring of 1970.  The alfalfa was established in the absence of a
    nurse crop by the use of a herbicide.  The first cutting of alfalfa was
    made on July 7, 1970.  Only one additional application of sludge was
    made on the alfalfa plots in 1970 prior to taking the first cutting.
    From Table 159, it may be seen that a total of 20.3 cm of digested
    sludge was previously applied on the maximum-treated plots when the
    area was in kenaf.  Alfalfa yields are given in Table 161 for the first
    cutting of alfalfa.
    Table 161.  Alfalfa yield obtained during the first cutting after es-
                tablishment in 1970.  Maximum-treated plots had received
                a total of 20.3 cm of digested sludge (36.3 dry tons/ha)
                before the establishment of alfalfa and 2.54 cm (36.3 dry
                tons/ha) after establishment.
    Sludge appl
    Rate
    0
    1/4 Max
    1/2 Max
    Max
    Yields
    Tons /ha
    3.78
    5.11
    4.93
    3.72
    Results and discussion of alfalfa study - The first cutting yields did
    not significantly differ as a result of treatment and while alfalfa was
    clipped again in August and September 1970 the yields were not recorded.
    After each cutting of forage additional digested sludge was applied.
    The maximum-treated plots received 15.2 cm in July, 2.5 cm in August
    and 2.5 cm in September of additional sludge for a total application in
    1970 of 20.2 cm.
    
    Soil samples were collected from the alfalfa plots in April 1971 after
    a total of 40.5 cm of sludge had been applied on the maximum-treated
    plots, during a period of three years.  Total contents of selected chemi-
    cal elements in surface and subsoil-samples are given in Table 162.
    Digested sludge applications have resulted in greater total concentration
    levels of several metals in the surface-soil samples, but levels in sub-
    soil samples have been changed very little, if at all.  In Table 163 the
    concentration levels of extractable chemical elements in both surface-
    and subsurface soil samples are given.  The extractability of P, Fe, Cu
                                     353
    

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    and Zn was significantly increased at the 5 percent levels in the soil
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    surface-soils showed a highly significant increase as a result of
    sludge treatments.  Furthermore, only the extractability of Na was
    significantly (P>0.05) increased in subsurface-soil samples by sludge
    treatments.
    
    The total contents of selected chemical elements in whole alfalfa plant
    samples are given in Table 164.  The plant samples were taken from the
    first cutting in 1970.  The data were not statistically analyzed, but
    the trend for increased concentration levels of Zn and Mn in alfalfa
    with increased sludge applications is similar to findings from analyses
    of other plant leaf tissue samples.
                                    356
    

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    -------
          (NOTE:  These references have not been verified  by  the
                 Office of Solid, Waste Management Programs.)
                                 SECTION IX
                                  REFERENCES
     1.   Aleera,  M.  I.,  and 11.  Alexander.  "Nutrition and Physiology of
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     2.   Alexander, M.  "Introduction to Soil Microbiology," John Wiley and
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     3.   Alexander, Martin, "Nitrification.   Soil Nitrogen," American
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     4.   Anderson,  M. S., "Sewage Sludge for Soil Improvement," United States
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     5.   Anderson,  M. S., "Fertilizing Characteristics of Sewage Sludge,"
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     6.   Andrews, J. F.,  "Dynamic Model of the  Anaerobic Digestion Process,"
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     7.   ASCE, "Sewage Treatment Plant Design," ASCE Manual of Engineering
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     8.   Baconj, V.  W. and F.  E. Daltonv "Chicago Metropolitan Sanitary District
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     9.   Bacon, V.  W.  "The Land Reclamation Project,"  Proposal by the
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    10.   Bacon, V«  W.  "Sludge Disposal," Industrial Water Engineering, 4,
         No, 4, p 27 (1967).
    
    11,   Barnes, E. E., "Fertilizing Value of Garbage Tankage and Sewage
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    12.   Bear, F. E., "Chemistry of the Soil," 2nd Ed., Reinhold Publ. Co.,
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    13.   Beckwith, R. S,   "Titration Curves of Soil Organic Matter," Nature,
         184, pp 745-746   (1959).
                                       358
    

    -------
      14.  Bennett, A- (, , , and F« Adams, "Concentrations of NH3  (Ag) Required
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      15.  Benson, N, R,} "Zinc Retention by Soils," Soil Science, 101 ,
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    I
    |  16.  Berg, G., "Virus Transmission by the Water Vehicle.   II.  Virus
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      17.  Berrow, M. L. , and J. Webber, "Trace Elements in Sewage Sludge,"
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      18.  Bhaumik, H. D. and f. E. Clark, "Soil Moisture Tension and Microbial
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      19.  Bjerrum, J., "Metalainine Formation in Aqueous Solutions," P. Haase,
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      20.  Bohl, E. H,, K. V. Singh, B. B. Hancock, and L. Kasza, "Studies on
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      21.  Bradley, W. H, , "Tropical Lake, Copropel, and Oil Shale," Geol ._ Soc .
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                                                                   sSJ^f-ti
      22.  Bremner 3 J. M. and A. r. Edwards, "Determination and  Iscrfepe-Ratio
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      23.  Bremner, J .. M. and D., R. Keeney, "Steam Distillation  Methods for
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      24.  BrownUe, L. E, and F. H. Grau, "Effect of Food Intake on Growth and
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      25.  Buck, K. , "Fertilizing with Purified Town Sewage," Soils and Ferti-
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           London, England (1958).
                                         359
    

    -------
    23.  Butler, J, 11. A., "Functional Groups of Soil Humic Acids," Ph.D.
         Thesis, University of Illinois,  (1966).
    
    29.  Butler, J. V, , "Ionic Equilibrium, A Mathematical Approach,"
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    30.  Butler, R. G., G. T. Orlob and P.  H. McGauhey, "Underground Movement
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    31.  Chaberek, S. , and A. E. Martell, "Organic Sequestering  Agents," John
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    32.  CJaccio, L. I..,   Wat or and Viator P o 11.111 ion Han d b o ok. Vol. 3, Marcel
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    33.  Clark, J. S., and R. C. Turner,  "An Examination of the  Resin Exchange
         Method for the Determination of  Stability Constants of  Metal-Soil
         Organic Matter Complexes," Soil  Sci., 107, pp 8-11 (1969).
    
    34.  Clarke, N. A., R. E. Stevenson,  S. L. Chang, and P. W.  Kabler, "Removal
         of Enteric Viruses from Sewage by Activated Sludge Treatment," Amer.
         J. Public Health, 51, No. 8, pp  1118-1129 (1961).
    
    35,  Coker, E. G., "Value of Liquid Digested Sewage Sludge," Jour, of
         Agricultural Science, 67, pp 91-107 (1966).
    
    36.  Coleman, N. T.,  A. C. McClung, and D. P. Moore, "Formation Constants
         for Cu(II)-Peat Complexes," Science, 123, pp 330-331 (1956).
    
    37.  Courpron, C., "Determination of  the Stability Constants of Metallo-
         Organic Complexes in Soils," Annls. Agron., 18, pp 623-638 (1967).
    
    38.  Crooke, W. M., and R. H. E. Inkson, " The Relationship  Between Nickel
         Toxicity and Major Nutrient Supply," Plant and"Soil, 6^ pp 1-15 (1955).
    
    39,  Dean, R. B., "Ultimate Disposal of Waste Water Concentrates to the
         Environment," En vi ronmenta1 Science and' Technology, 2,  No. 12,
         pp 1079-1086 (1968).'           ""                  ~
    
    40.  Deaner, D. G., and K. D. Kerri,  "Regrowth of Fecal Coliforms,"
         J. Amer. Water Works Assoc^, 61, pp 456-468  (1969).
    
    41,  Doring, H. , "Chemical Reasons for the Fatigue of Berlin Sewage Soils
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    42.  DuPlessis, M. C, F., and Kroontje, W., "The Relationship Between pH
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                                       360
    

    -------
    43,  Eckenfeldei 3 W. W. , Jr.. and D. J. O'Connor, "Biological Waste Treat-
         ment," Pergauion Press, New York, 299 pp (1961).
    
    44.  Fair, G. M, , J. C. Geyer, and D. A. Okun, " Water and Wastewater
         Engineering," John Wiley and Sons, Inc., N.Y.  (1968).
    
    45,  Flaig, W. F. and H. Beutelspacher, "Humic Acid.  II.  Electron Mic-
         roscopic Investigation of Natural and Synthetic Humic Acid," Z. Pfl.
         Ernahr. Dung.. 52, pp 1-21 (1950).
    
    46.  Fleming, J. R., "Sludge Utilization and Disposal," Sewage and
         Industrial Wastes, 31, No. 11, pp 1342-1346 (1959).
    
    47.  Ford, H. W. and D,, V. Calvert, "Induced Anaerobiosis Caused by Flood
         Irrigation with Water Containing Sulfides," Proc. Fla. State Hort.
         S°£j-> L9* PP 106-109 (1966).
    
    48.  Fuller, J. F. and G. W. Jourdain, " Effect of Dried Sludge on Nitri-
         fication in Soil,11 Sewage and Industrial Wastes, 27, pp 161-165 (1955).
    
    49.  Fuller, J, E. and W. Litsky, "Escherichia coli in Digested Sludge,"
         Sewage Ind... Wastes, 2.2, pp 853-859 (1950).
    
    50.  Gabelman, W. H., "Alleviating the Effects of Pollution by Modifying
         the Plant," Hort]._jScIence, .5, p 16 (1970).
    
    51.  Garnei, H, V., "Experiments on the Direct, Cumulative, and Residual
         Effects of Town Refuse: Manures and Sewage Sludge at Rothamstead and
         Other Centers," Jour, of Agricultural Science, j>7_, pp 223-233 (1966).
    
    52.  Gaschos G, Jt and F, J. Stevenson, "An Improved Method for Extracting
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    53.  Geerittfc, H  A. and J, F. Hodgson, "Micronutrient Cation Complexes in
         Soil Solution.  III.  Characterization of Soil Solution Ligands and
         Their Complexes with Zn"H- and Cu+V' Soil Sci. Soc. Amer.. Proc..
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    54.  Geldrcich, E. E., H. F. Clark, C. B. Huff, and L. C. Best, "Fecal-
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    55,  Goh, K, M,3 "Infrared Spectra of Soil Humic and Fulvic Acids and Their
         Deri\ations," Ph.D. Thesis, University of Illinois (1969).
    
    56.  Gordons J, E,, "Control of Communicable Disease in Man" American Public
         Health Association (1965).
                                       361
    

    -------
    57,  Goudey, R. F-, "New Thoughts on Sludge Digestion arid Sludge Disposal,"
         Sewage Works Journal, 4, Ko. 4, p 609 (1932).
    
    58.  Gregor, H. P., L. B. Luttinger, and E. M. Loebl, "Metal-polyelectrolyte
         Complexes.  I.  The polyacrylic Acid-Copper Coaplex," J. Phys. Chem.,
         59., PP 34-39 (1955).
    
    59.  Guenzi, W. D. and T. M. McCalla, "Phytotoxic Substances Extracted
         from Soil," Soil Sci. Soc. Amer., Proc, 30, pp 214-216 (1962).
    
    60,  Haas, A. R, C. and J. N. Brusca, "Effects of Chromium on Citrus and
         Avocado Grown in Nutrient Solutions," California Agriculture, 15,
         p 10 (1961).                          	  —
    
    61.  Handbook of Chemistry and Physics, 37 Edition, Chemical Rubber Pub-
         lishing Co,, Cleveland, Ohio, 3156 pp (1955).
    
    62,  Hanks, T, G., "Solid Waste Disease Relationships,  A Literature Survey"
         Public Health Service Publication No. 999-UIH-6 (1967).
    
    63.  Hanway, J. J. and C. R. Weber, "N, P, and K Percentages in Soybean
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         (1971).
    
    64.  Harper, J. E., "Seasonal Nutrient Uptake and Accumulation Patterns in
         Soybeans," Crop Sci. , JL1_, pp 347-350  (1971).
    
    65.  Harris, S. M,, "Incineration - Multiple Hearth Furnaces," Water and
         Sewage Works. n4_, p 307 (1967).
    
    66.  Hewitt, E. J., "Metal Interrelationships in Plant Nutrition.  Effects
         of Some Metal Toxicities on Sugar Beet, Tomato, Oat, Potato, and
         Narrowstem Kale Grown in Sand Culture," J. of Experimental Botany,
         4_, pp 59-64  (1953).
    
    67.  Heyrovsky, J. and J. Kuta, "Principles of Polarography," Academic
         Press, Inc., New York, N.Y. (1966).
    
    68.  Him.es, F. L. and Barber, S,, A., "Chelating Ability of Soil Organic
         Matter," Sol^JcJLVJoci_^r._lJProc.., 21, pp. 368-373 (1957).
    
    69.  Hinesly, T, D, and B, Sosewitz, "Digested Sludge Disposal on Crop
         Land," J_._ Water Poll. Control Fed., 41. pp 822-830 (1969).
    
    70.  Hodgson, J. F., H. R. Gearing, and W. A. Norvell, "Micronutrient Cation
         Complexes in Soil Solution.  I.  Partition Between Complexed and Un-
         Complexed Forms by Solvent Extraction," Soil Sci. Soc. Amer., Proc.,
         29_, pp 665-669 (1965).
                                       362
    

    -------
    71.  Hodgson, J. F., W. L. Lindsay, and J. F. Trieweiler, "Micronutrient
         Cation Complexing in Soil Solution.  II.  Coinplexing of Zinc and
         Copper in Displaced Solution from Calcareous Soils," Soil Sci. Soc.
         Amer. , Proc., 30_, pp 723-726 (1966).
    
    72.  Irgens, R. L. and II, 0, Halvorson, "Removal of Plant Nutrients by
         Means of Aerobic Stabilization of Sludge," Applied Microbiology, 13_,
         No, 3, p 373 (1965).
    
    73.  Irving, H. M. N. and R. J. P. Williams, "Order of Stability of Metal
         Complexes," Natu_re, _162_, pp 746-747  (1948).
    
    74.  Jackson, S. and V. M. Brown, "Effect of Toxic Wastes on Treatment
         Processes and Watercourses," Water Poll. Control, 69, p 292 (1970).
    
    75.  Jansson, S. L., "On the Humus Properties of Organic Manures," Kungl.
         Lantbr. hogsk.  Aim. , _27_, p 51 (1960).
    
    76.  Jenkins, S. H.  and J. S, Cooper, "The Solubility of Heavy Metal Hydrox-
         ides in Water,  Sewage, and Sewage Sludge-IH.  The Solubility of Heavy
         Metals Present in Digested Sewage Sludge," Int. Journ. Air Wat. Poll^,
         £, pp 695-703 (1964).
    
    77.  Jenne, E. A., "Controls on Mn, Fe, Co, Ni, Cu, and Zn Concentration in
         Soils and Water:  The Significant Role of Hydrous Mn and Fe Oxide,"
         Advances in Chemistry Series, Amer. Chem. Soc., p 337 (1968).
    
    78.  Jenny, H., "Causes of the High Nitrogen and Organic Matter Content of
         Certain Tropical Soils," Soil_ ScJL_._, j>9_, p 63 (1950).
    
    79.  Jones, J. S. and Miles B. Hatch, "Spray Residues and Crop Assimilation
         of Arsenic and Lead," Soil Sci., 60, pp 277-288 (1945).
    
    80.  Keaton, C. M. ,  "The Influence of Lead Compounds on the Growth of Barley,"
         Soil Sci., 43,  pp 401-411 (1937).
    
    81.  Khan, S. U., "Interaction Between Humic Acid Fraction of Soils and
         Certain Metallic Cations," Soil Sci. SOG. Amer., Proc., 33, pp 851-854
         (1969).                                     	  —
    
    82,  Khanna, S. S, and F. J. Stevenson, "Metallo-Organic Complexes in Soil.
         I.  Potentiometric Titration of Some Soil Organic Matter Isolates in
         the Presence of Transition Metals," Soil SciJL> 93, pp 298-305 (1962).
    
    83.  Kraus, L. P., "The Use. of Digested Sludge and Digester Overflow to
         Control Bulking Activated Sludge," Sewage Works J., 17, pp 1177-1190
         (1945).                                       "•      ~"~
                                       363
    

    -------
    84.  Kreft, G,, H, Van E'-k, arid C,,  J, h'taudet, "Removing Annonia from
         Sewage Effluents by Raising n1!," Water and Waste Treatment Jour.,
         7_, p 53 (1958).
    
    85.  Lagerverff, J, W., "Heavy Metal Contamination of Soils," Soil and
         Water Conservation Research Division, A.R.S., Beltsville, Maryland,
         (1967).
    
    86.  Langley, Ha E., R. E. McKinney, and H. Campbell, "Survival of
         Salmonella typhosa during anaerobic digestion.  II.  The Mechanisn
         of Survival," .Sewage^ JEnd. Wastes, 31, pp 23-32  (1959).
    
    87.  LeRiche, H. H., "Metal Contamination of Soil in the Woburn Market-
         Garden Experiment Fesu.lting from the Application of Sewage Sludge,"
         Journ. of _AgriculJLurg Science, 7^, No. 2, p 205 (1968).
    
    88.  Levesque, M. and M. Schnitzer, "Effects of. NaOH Concentration on the
         Extraction of Organic Matter and of Major Inorganic Constituents from
         a Soil," Can. J. Soil Sci., 4.6, pp 7-12 (1966).
    
    89.  Lewin, V. H. , "Sewage Sludge Disposal - Back to the Land?"  Effluent
         and Water Treatment Journal, 8_, No. 1, pp 21-27 (1968).
    
    90,  Li, N. C., "Manganese-54, Uraniuin-233 and Cobalt-60 Complexes of Some
         Organic Acids," J. Amer. Chem. So c., 79_, pp 5864-5870  (1957).
    
    91.  Ling, Ong H. and R. E. Bisque, "Coagulation of Humic Colloids by Metal
         Ions," Soil^Sciju., 106, pp 220-224  (1968).
    
    92.  Loehr, R. C., "Variations of Wastewater Quality Parameters," Public
         Works, May  (1968).
    
    93.  Lohmeyer, George T., "A Review of Sludge Digestion," Sewage and  In-
         dustrial Waste, 31, No. 2, p 221 (1959).
    
    94.  Lowe, W., "The Origin and Characteristics of Toxic Wastes, with
         Particular Reference to the. Metal Industries," Water Pollution Control,
         J59_, p 270  (1970).
    
    95,  Lunt, H. A., "The Case for Sludge as a Soil Improver," Water and
         Sewage Vlorks, .IQQ, PP 295-301  (1953).
    
    96.  Lunt, H. A., "Digested Sewage  Sludge for Soil  Improvement," Connecticut
         Experiment  Station Bulletin 622, pp 1-30  (1959).
    
    97,  Lunt, H. A., "The Case for Sludge as a Soil Improver," Water and
         Sewage Works, _10p_, pp 295-301  (1963),
    
    98.  Lynam, B. T.,  Ben Sosewitz, and T. D. Hinesly,  "Liquid Fertilizer  to
         Reclaim  Land and  Produce Crops," Water Research, ^, p  545  (1972).
                                       364
    

    -------
     99.  Mann, il. H,  and T. V. Barnes, "The Permanence of Organic Matter
          Added to Soils, "Journ.of Agricultural Science, 48, pp 160-163
          (1957).
    
    100.  Mann, II. H,  and H. D. Patterson, "The Woburn Market-Garden
          Experiment:   Summary 1944-60," Report of the Rothamsted Experi-
          ment Station (1962).
    
    101.  Martell, A.  E.  and M. Calvin, "Chemistry of the Metal Chelate
          Compounds,"  Prentice-Hall, Inc., Englewood Cliffs, N.J. (1952).
    
    102.  Martin, A. E. and R. Reeve, "Chemical Studies of Podzolic Illuvial
          Horizons:  III," J. Soil Sci. , _9, pp 89-100 (1958).
    
    103.  Mebius, L. J.,  "A Rapid Method for the Determination of Organic
          Carbon in Soil," Anal. Chim. Acta, 22, pp 120-124 (1960).
    
    104.  Mellor, D. P. and L. Maley, "Stability Constants of Internal Com-
          plexes," Nature, 1:59, p 370 (1947).
    
    105.  Mellor, D. P. and L. Maley, "Order of Stability of Metal Complexes,"
          Nature, 161, pp 436-437 (1948).
    
    106.  Mertz, R. C., "Utilization of Liquid Sludge," Water and Sewage
          Works, 106,  pp 439-493 (1959).
    
    107.  Meyer, R. C., E. H. Bohl,  and E. M. Kohler, "Procurement and Main-
          tenance of Germfree Swine for Microbiological Investigations," App.
          Microbiol. ,  JL2, No. 4 pp 295-300 (1964).
    
    108.  Meyer, R. C., F. C. Hinds, H. R. Isaacson and T. D. Hinesly,
          "Porcine Enterovirus Survival and Anaerobic Sludge Digestion,"
          Presented at the International Symposium of Livestock Wastes,
          Columbus, Ohio, April 22 (1971).
    
    109.  Miller, M. H. and A. J. Ohlrogge, "Water-Soluble Chelating Agents
          in Organic Materials.  I.   Characterization of Chelating Agents
          and Their Reaction with Trace Metals in Soils," Soil Sci. Soc.
          Amer. Proc., 22_, pp 225-228 (1958).
    
    110.  Misra, S. G. and R. C. Tiwari, "Retention of Applied Copper by
          Soils:  Effect of Carbonate, Organic Matter, Base Saturation, and
          Unsaturation," Plant and Soil, 24_ pp 54-62 (1966).
    
    Ill,  MorrilJ, L.  G.  and J, E. Dawson, "Patterns Observed for the Oxida-
          tion of Ammonium to Nitrate by Soil Organisms," Soil Sci. Soc. Amer.
          Proc., 31  pp 757-760 (1967).
    
    112.  Mortensen, J. L., "Complexing of Metals by Soil Organic Matter,"
          Soil Sci. Soc.  Amer., Proc., 27_, pp 179-186 (1963).
                                     365
    

    -------
    113.  Mulle.r, J- F., '''Tba Valu^ of Raw Sewage Sludge as Fertilizer,"
               S.£:L\.> -?-.s» pr £?l-432 0-929).
    114.  Norman, John, "Aerobic Digestion of Waste Activated Sludge," Thesis,
          University of Wisconsin (1961).
    
    115.  Ohlrogge, A. J., "Mineral Nutrition of Soybeans," Advances Agron.,
          12., pp 229-263 (1960).
    
    116.  Orlov, D. S. and L. A. Vorob'eva, "Use of the Polarographic Method
          for Studying the Interaction of Fulvic Acids with Cations,"
          Pochvovedenie, 7_, pp 50-55 (1969).
    
    117.  Otsuki, A, and T. Hanya, "Some Precursors of Humic Acid in Recent
          Lake Sediments Suggested by Infrared Spectra," Geochim. Cosmochim
          Acta, 31 _ pp 1505-1515 (1967).
    
    118.  Pelczar, M. J. , Jr. and R. D. Reid, "Microbiology," 2nd. Edition,
          McGraw-Hill, Nevr York, 662 p (1965).
    
    119.  Piret, E. L., "Some Physico-Chemical Properties of Peat Humic
          Acids," Sci. Proc. Roy. Dublin Soc. Al pp 69-79 (1960).
    
    120.  Pohland, F. G. , "General Review of Literature on Anaerobic Sewage
          Sludge Digestion," Engineering Extension Bulletin, Series No. 110,
          Purdue University, Lafayette, Indiana (1967).
    
    121.  Premi, P. R. and A. H. Cornfield, "Incubation Study of Nitrification
          of Digested Sewage Sludge Added to Soil," Soil Biol. Biochem, 1,
          pp 1-4 (1969).
    
    122.  Proposal for Digested Sewage Sludge Disposal Research, University
          of Illinois, Department of Agronomy, Unpublished paper, (1967).
    
    123.  Purves, D., "Consequences of Trace-Element Contamination of Soils,"
          Environ. Pollut. , _3_, p 17 (1972).
    
    124.  Quon, J, E. and G. B, Ward, "Convective Drying of Sewage Sludge,"
          ^^2SSLl^L^^2S^L» ,i> P 311 (1965).
    
    125.  Quon, J. E. and T. A. Tamblyn, "Intensity of Radiation and Rate of
          Sludge Drying," Journ, Sariit. Engr. Div. , Amer. Soc. of Civil
          Engineers, _Sa2_, p  17  (1965).
    
    126.  Randhawa, N. S. and F. E. Broadbent, "Soil Organic Matter-Metal Com-
          plexes:  6 Stability Constants of Zinc-Humic Acid Complexes at
          Different pH Values," ,SpjL_l_Sci_. , _99_, pp 362-366 (1965).
    
    127,  Reuther, W. , "Copper and Soil Fertility," The 1957 Yearbook of
          Agriculture, pp  128-135  (1957).
                                     366
    

    -------
    128.  Rich, L. G., "Unit Operations of Sanitary Engineering," Wiley,  Inc.;
          New York, 308 p (1961).
    
    129.  Robertson, J. H. and P. H. Woodruff, "Incineration - The State  of
          the Art," Water and Sewage Works, 114, RN:R146 (1967).
    
    130.  Rohde, G., "The Effects of Trace Elements on the Exhaustion of
          Sewage-Irrigated Land," Jour. Inst. Sewage Purif., pp 581^585 (1962).
    
    131.  Rossotti, F. J. C. and H. Rossotti, "The Determination of Stability
          Constants," McGraw Hill Book Co., New York, N.Y. (1961).
    
    132.  Rudolfs, W., "Sewage Sludge as Fertilizer," Soil Sci.,  26 pp 455-458
          (1928).
    
    133.  Russell, E. W. , "Soil Conditions and Plant Growth," 9th Edition,
          pp 283, 607 (1961).
    
    134.  Scharrer, K. and W. Schropp, "Uber Die Wirkung des Bleis Auf das
          Pflanzenwechstum Ztschr. Pflanzenernahr," Dungung u. Bodenk, 43,
          pp 34-43 (1936).
    
    135.  Schnitzer, M., J. R. Wright, and J. G. Desjardins, "A Comparison of
          the Effectiveness of Various Extractants for Organic Matter from
          Two Horizons of a Podzol Profile," Can. J. Soil Sci., 38, pp 49-53
          (1958).
    
    136.  Schnitzer, M. and J. G. Desjardins, "Molecular and Equivalent
          Weights of the Oranic Matter of a Podzol," Soil Sci. Soc. Amer.,
          Proc., 26_, pp 362-365 (1962).
    
    137.  Schnitzer, M. and S. M. I. Skinner, "Organo-Metallic Interactions
          in Soils.  V.  Stability Constants of GU++-, Fe++-, and Zn+^-Fulvic
          Acid Complexes," Soil Sci., 102, pp 361-365 (1966).
    
    138.  Schnitzer, M. and S. M. I. Skinner, "Organo-Metallic Interactions
          in Soils.  VII.  Stability Constants of Pb**-, N1++-, Mn44"-, Co"1"4"-,
          Ca4*-, and Mg++-Fulvic Acid Complexes," Soil Sci., 103, pp 247-251
          (1967).
    
    139.  Schnitzer, M. "Reactions Between Fulvic Acid, a Soil Humic Compound
          and Inorganic Soil Constituents," Soil Sci. Amer. Proc., 33,
          pp 75-81 (1969).
    
    140.  Schnitzer, M. and E. H. Hansen, "Organo-Metallic Interactions in
          Soils.  VIII.  An Evaluation of Methods for the Determination of
          Stability Constants of Metal-Fulvic Acid Complexes," Soil Sci.,
          109, pp 333-340 (1970).
                                     367
    

    -------
    141.  Schubert, J., "The Use of Ion Exchangers for the Determination
          of Physical-Chemical Properties of Substances Particularly Radio-
          tracers in So'.utioru  I.  Theory," J.  Phys.  Coll. Chem.,  52,
          pp 340-350 (1948).
    
    142.  Schubert, J.  and J. B. Richter, "The Use of  Ion Exchangers for
          the Determination of Physical-Chemical Properties of Substances,
          Particularly Radiotracers in Solution.  II.,"  J. Phys. Coll.  Chem.,
          5_2_, pp 350-356 (1948).
    
    143.  Singh, K. V., M. H. Greider, and E. H. Bohl, "Electron Microscopy of
          a Porcine Enterovirus, ECPO-1,"  Virol^, U_, No. 3,  pp 372-373 (1961).
    
    144.  Soane, B. D.  and D. H. Saunder, "Nickel and  Chromium Toxicity of
          Serpentine Soils in Southern Rhodesia," Soil Sci., 88, pp 322-330
          (1959) .
    
    145.  Standard Methods for the Examination of Water and Wastewater.
          Twelfth Edition. American Public Health Association, Inc. New York,
          N.Y., 769 p  (1965).
    
    146.  Stauffen, R.  S, and R. S. Smith, "Variation  in Soils with Respect
          to the Disposition of Natural Precipitation," Journ. Am.  Soc.  Agron.,
          19, pp 917-923 (1937).
    
    147.  Stevenson, F. J. and J. H. A. Butler, "Chemistry of Humic Acids and
          Related Pigments," In G, Ellington and J. T. Murphy (eds.) Organic
          Geochemistry, Springer-Verlag, Berlin-Heidelberg-New York,
          pp 534-557 (1969).
    
    148.  Stevenson, F. J. and K. M. Goh, "Infrared Spectra of Humic Acids
          and Related Substances," Geochim. et.  Cosmochim. Acta (1970).
    
    149.  Stevenson, F. J.; Q. Van Winkle, and W. P. Martin, " Physicochemical
          Investigations of Clay-Adsorbed Organic Colloids.  II.,"   Soil Sci.
          Proc., 17, pp 31-34 (1953).
    
    150.  Stone, A. R., "Disposal of Sludges on Land," Institute of Sewage
          Purifirai-inn, .Tour. and Proc. Part 5, pp 424-430 (1962).
    
    151.  Sullivan, J.  C. and J. Hindman, "An Analysis of the General Mathe-
          matical Formulation of Association Constants of Complex  Ion Systems,"
          J. Amer. Chem. Soc., ^74, pp 6091-6096  (1952).
    
    152.  Tanford, C., "Physical Chemistry of Macromolecules," John Wiley and
          Sons, Inc., New York, N.7., pp 526-587  (1961).
                                     368
    

    -------
    153.  Toerien, D. F. and W. H.  Hattlngh,  "Anaerobic Digestion.   I.   The
          Microbiology of Anaerobic Digestion," Water Rp.search?  3,  No.  6,
          p 385 (1969).
    
    154.  Trocme, S. and G. Barbier and J.  Chabannes, "Chlorosis, Caused by
         " Lack of Mn, of Crops Irrigated with Filtered Water from Paris
          Sewers," Biol. Abstracts., 25, Part 4, Abstract Number 34985  (1951).
    
    155.  Utilization of Sewage Sludge as Fertilizer, Federation of Sewage
          Works Associations, Manual of Practice No.  2, (1946).
    
    156.  Van Donsel, D. J., E. E.  Geldreich, and N.  A. Clarke,  "Seasonal
          Variations in Survival of Indicator Bacteria in Soil and  Their
          Contribution to Storm-Water Pollution," Appl. Microbiol,  15,
          pp 1362-1370 (1967)
    
    157.  Van Kleeck, L,, "Sludge as Fertilizer in the War Emergency,"  Water
          Works and Sewerage, 90. PP 177-178 (1943).
    
    158.  Van Kleeck, L. W., "Use of Sewage Sludge as Fertilizer,"  Transaction
          of ASCE, 110, pp 208-217  (1945).
    
    159.  Vatthauer, R. J., F. C. Hinds, and U. S. Garrigus, "Continuous
          in Vitro Culture System for Ruminant Research," Jour.  An. Sci.,
          313, No. 4, pp 618-623 (1970).
    
    160.  Viets, F. G., "The Plant's Need for and Use of Nitrogen.   Soil
          Nitrogen," American Society of Agronomy Monograph No.  10, pp  508-554,
          (1965).
    
    161.  Viraraghavan, T., "Digesting Sludge by Aeration," Water Works and
          Wastes Engineering., 2_, No. 9 p 86 (1965).
    
    162.  Von Zuben, F. J., L. J. Ogden, and R. E. Peel, "House Fly Breeding
          at Sewage Treatment Plants in Texas," Sewage and Industrial Wastes,
          24, No. 10, p 1303 (1952).
    
    163.  Waksman, S. A., "Soil Microbiology," J. Wiley and Sons,  Inc.,
          New York, N.Y.  (1952).
    
    164.  Walker, W. M., "Interpretation of Plant Analyses Data,"  Proc. 111.
          Pert. Indus. Assoc. Conf., pp 14-15  (1969).
    
    165.  Walker, W. M., T. R. Peck, S. R.  Aldrich, and W. R. Oschwald,•
          "Nutrient Levels in Illinois Soils," Illinois Research,  10, No.  3,
          pp 12-13  (1968).
    
    166.  Weast, R. C., "Handbook of Chemistry and Physics," The Chemical
          Rubber Co., Cleveland, Ohio, p A248  (1968).
                                     369
    

    -------
    167.  Webb, J. R. ,  A. J. Ohlrogge, and S. A. Barber, "The Effect of
          Magnesium Upon the Growth and the Phosphorus Content of Soybean
          Plants," Soil Sci. Soc. Amer. , Proc. . 18_, pp 458-462 (1954).
    
    168.  Weber, C. W.  and B. L. Reid, "Effect of Dietary Cadmium on Mice,"
          Toxic and Appl. Pharm., 14, pp 420-425 (1969).
    
    169.  Wirts, J. J., "Pipeline Transportation and Disposal of Digested
          Sludge," Sewage and Industrial Wastes, 28, No. 2, p 121 (1956).
    
    170.  Wolf, H. W.,  "Housefly Breeding in Sewage Sludge." Set-rage and
          Industrial Wastes, 2_7_, No. 2, p 172 (1955).
    
    171.  Wood, J. C.,  S. E. Moschopedis, and R. M. Elofson, "Studies in
          Humic Acid Chemistry.  I.  Molecular Weights of Humic Acids in
          Sulpholane,"  Fuel, XL pp 193-201 (1961).
    
    172.  Yatsimirskii, K. B., and V. P. Vasil'ev, "Instability Constants
          of Complex Compounds," Consultants Bureau, New York, N.Y. (1960).
    
    173.  Yuan, T. L.,  "Comparison of Reagents for Soil Organic Matter Ex-
          traction and  Effect of pH on Subsequent Separation of Humic and
          Fulvic Acids," Soil Sci., 98_, pp 133-141 (1964).
                                      370
    

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                                 SECTION X
    
    
                    PUBLICATIONS GENERATED BY THE PROJECT
    Publications
     1.  Braids, 0. C., M. Sobhan-Ardakani and J. A. E. Molina, "Liquid Di-
         gested Sewage Sludge Gives Field Crops Necessary Nutrients," Illinois
         Research, 12, No. 3, pp 6-7 (1970).
    
     2.  Hinesly, T. D., "Agricultural Application of Digested Sewage Sludge.
         Municipal Sewage Effluent for Irrigation," Edited by C.  W. Wilson
         and F. E. Beckett.  Louisiana Polytechnical Institute, pp 45-48 (1968).
    
     3.  Hinesly, T. D., "City Waste and Soil Management," Illinois Fertili-
         zer Conference Proceedings, pp 40-42 (1969).
    
     4.  Hinesly, T. D. and B. Sosewitz,. "Digested Sludge Disposal on Crop
         Land," J. Water Pollution Control Federation, 4.1, pp 822-828 (1969).
    
     5.  Hinesly, T. D., "The Utilization and Disposal of Municipal Sewage
         Wastes," Illinois Research, 12, No. 4, pp. 6-7 (1970).
    
     6.  Hinesly, T. D. and R. L. Judson, "Yields of Corn and Soybeans in
         Response to Applications of Heated Anaerobically Digested Sludge,"
         Illinois Fertilizer and Chemical Assoc. Proc., pp 25-26  (1971).
    
     7.  Hinesly, T. D., R. L. Jones, and B. Sosewitz, "Complementary Rela-
         tionships Between the Reclamation of Surface-Mined Land  and Sludge
         Disposal," Accepted for Publication in Mining Congress Journal, (1972).
    
     8.  Hinesly, T. D., R. L. Jones, and E. L.  Ziegler, "Effects on Corn by
         Applications of Heated Anaerobically Digested Sludge," Compost Science,
         13_, No. 4, pp 26-30 (1972).
    
     9.  Lynam, B. T., B. Sosewitz, and T. D. Hinesly, "Liquid Fertilizer to
         Reclaim Land and Produce Crops," Water Research,  6^, pp 545-549 (1972).
    
    10.  Meyer, R. C., F. C. Hinds, H.  R. Isaacson, and T. D. Hinesly, "Procine
         Enterovirus Survival and Anaerobic Sludge Digestion," Proceeds of
         Int. Symp. on Livestock Wastes, Amer.  Soc. of Agr. Engineers, pp 183-184
         (1971).
    
    11.  Molina, J. A. E., "The Ecology of Soil Bacteria," Inter. Symp.
         Edited by Gray and Parkinson.   BioScience, 19, p 184 (1969).
                                      371
    

    -------
    12.  Molina, J. A. E., 0. C. Braids, T.  D.  Hinesly and  J.  B.  Cropper,
         "Aeration-Induced Changes in Liquid Digested  Sewage  Sludge,"  Soil
         Sci. Soc. Araer., Proc., 35, pp 60-63,  (1971).
    
    13.  Molina, J. A. E., 0. C. Braids, and T. D.  Hinesly, "Observations
         on Bactericidal Properties of Digested Sewage Sludge,"  Environmental
         Science and Technology, _6, pp 448-450  (1972).
    
    14.  Schwing, J. E., "Environmental Contamination  Resulting  from Land
         Reclamation with Anaerobically Digested Sludge," Civil  Eng. Studies,
         Sanitary Engineering Series #56, 32 pp (1970).
    
    15.  Sobhan-Ardakani, M. and F. J. Stevenson, "A Modified  Ion Exchange
         Technique for the Determination of  Stability  Constants  of Metal-Soil
         Organic Matter Complexes," Presented at the Amer.  Soc.  Agron.  meetings,
         Tucson, Arizona, 1970 and accepted  for publication in the Soil Sci.
         Soc. Amer. Proc. in 1971 (1971).
    Reports
    
    
     1.  Braids, 0. C., T. D. Hinesly and J.  A.  E.  Molina,  "Trace Element
         Uptake by Several Field Crops Grown  Under  Digested Sludge Irrigation,"
         Agron. Abstr., A.S.A. Annual Meeting, Detroit,  Michigan, p 80 (1969).
    
     2.  Braids, 0. C., and L. F. Welch,  "Nitrate in Drainage Water from Soil
         Receiving Sludge and Fertilizer," Amer. Soc. Agri. Eng., Winter
         meeting, December 8-11, Chicago, Illinois  (1970).
    
     3.'  Cropper, J. B., L. F. Welch, and T.  D.  Hinesly, "The Effect of Pb,
        • Cu, Cr, Zn and Ni on Nutrient Uptake and Growth of Corn," Special
         Project Report, (1970).
    
     4.  Hinesly, T. D., 0. C. Braids, R. I.  Dick,  and J. A.  E.  Molina, "Disposal
         of Digested Sludge on Farm Land," (D-7) Solid Waste Research and De-
         velopment, II.  Engineering Foundation  Research Conf.,  Beaver Dam,  Wise.
         (1968).
    
     5.  Meyer, R. C., F. C. Hines, H. R. Isaacson  and T. D.  Hinesly, "Porcine
         Enterovirus Survival and Anaerobic Sludge  Digestion," Int. Symp. on
         Livestock Wastes. Ohio State University, Columbus, Ohio, April 19-22,
         (1971).
    
     6.  Mioduszewski, W. and T. D. Hinesly,  "Digested Sludge Dewaterlng on
         Soils," Paper presented at Amer. Soc. Civil Engineering Annual Meeting,
         Chicago, IL, 14 pp (1969).
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     7.  Molina, J. A. E., 0. C. Braids and T. D. Hinesly, "Digested Sludge
         for Agricultural Benefits and Land Reclamation," Agronomy Abstr.,
         Amer. Soc. Agron. Annual Meetings, New Orleans, p 133 (1968).
    
     8.  Molina, J. A. E., 0. C. Braids and T. D. Hinesly, "Bactericidal
         Properties of Digested Sewage Sludge Toward Fecal Coliforms,"
         American Society for Microbiology Abstracts, Miami, Florida, p 17
         (1968).
    
     9.  Braids, 0. C., M. Sobhan-Ardakani, T. D. Hinesly, and J.  A. E. Molina,
         "Disposal of Digested Sewage Sludge on Farm Land as Evaluated  by a
         Lysimeter Study," Agron. Abstr., Amer. Soc. Agron. Annual Meeting,
         New Orleans, p 132 (1968).
    
    10.  Stevenson, F. J. and M. Sobhan-Ardakani, "Organic Matter  Reactions
         Involving Micronutrients in Soils," Invitational Paper, Conference of
         Micronutrients in Agriculture, National Fertilizer Development Center,
         T.V.A., Muscle Shoals, Alabama, April 20-22 (1971).
    Theses
     1.  Cropper, J. B./'Greenhouse Studies on Nutrient Uptake and Growth of
         Corn on Sludge-Treated Plots," M.S. Thesis, University of Illinois,
         Dept. of Agronomy, Urbana, Illinois (1969).
    
     2.  Gossett, R. G.,  "Ammonia Volatilization from Digested Sewage Sludge
         as Related to Land Application," M.S. Thesis, University of Illinois,
         Dept. of Civil Engineering, Urbana, Illinois (1972).
    
     3.  Schwing, J. E.,  "Environmental Contamination Resulting from Land Re-
         clamation with Anaerobically Digested Sludge," M.S.  Thesis, University
         of Illinois, Dept. of Civil Engineering, Urbana, Illinois (1970).
    
     4.  Sobhan-Ardakani, M., "Stability Constants of Metal-Polyelectrolyte
         Complexes Occuring Naturally in Soil and Sewage Sludge," Ph.D.  Thesis,
         University of Illinois, Dept. of Agronomy, Urbana, Illinois (1971).
    
    
    Bibliographies
     1.  Jones, R. L.,  T. D. Hinesly, and R.  J. Johnson, "Arsenic  in Agricul-
         tural Ecosystems:  A Bibliography of the Literature 1950  Through 1971'
         Draft Copy in Review, prepared May,  1973.
                                      373
    

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     2.  Jor.es, R.  L.,  T.  D.  Hincsly,  and R.  J.  Johnson,  ';3nriua and  Beryl-
         liuu in Agricultural Ecosystems:  A  Bibliography of  the Literature
         1950 Through 1971,"  Draft Copy in Review,  prepared August, 1973.
    
     3.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Boron  in Agricul-
         tural Ecosystems: A Bibliography of the Literature  1950 Through
         1971," Draft Copy in Review,  prepared October, 1973.
    
     4.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Cadniiuia in-Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared May, 1972.
    
     5.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Chromium in Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared July, 1973.
    
     6.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Cobalt in Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared October, 1973.
    
     7.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Copper in Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared February,  1974.
    
     8.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Iron in Agricul-
         tural Ecosystems: A Bibliography of the Literature  1950 Through
         1971," Draft Copy in Review,  prepared February,  1974.
    
     9.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Lead in Agricul-
         tural Ecosystems: A Bibliography of the Literature  1950 Through
         1971," Draft Copy in Review,  prepared September, 1973.
    
    10.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Manganese in
         Agricultural Ecosystems:  A Bibliography of the  Literature 1950
         Through 1971," Draft Copy in Review, prepared January,  1974.
    
    11.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Mercury in  Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared May, 1973.
    
    12.  Jones, R.  L.,  T.  D.  Hinesly,  and R.  J.  Johnson,  "Molybdenum  in
         Agricultural Ecosystems:  A Bibliography of the  Literature 1950
         Through 1971," Draft Copy in Review, prepared September, 1973.
    
    13.  Jones, R.  L., T.  D.  Hinesly,  and R.  J.  Johnson,  "Nickel in Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950  Through
         1971," Draft Copy in Review,  prepared July, 1973.
                                     374
    

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    14.  Jones. R.  L.,  T.  D.  Hinesly, and R.  J.  Johnson,  "Selenium  in  Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950 Through
         1971," Draft  Copy in Review, prepared August,  1973.
    
    15.  Jones, R.  L.,  T.  D.  Hinesly, and R.  J.  Johnson,  "Silver in Agricul-
         tural Ecosystems:  A Bibliography of the Literature  1950 Through
         1971," Draft  Copy in Review, prepared September,  1973.
    
    16.  Jones, R.  L.,  T.  D.  Hinesly, and R.  J.  Johnson,  "Tin in Agricultural
         Ecosystems:  A Bibliography of the Literature  1950 Through 1971,"
         Draft Copy in Review, prepared September, 1973.
    
    17.  Jones, R.  L.,  T.  D.  Hinesly, and R.  J.  Johnson,  "Zinc in Agricul-
         tural Ecosystems:  A Bibliography of the Literature  1950 Through
         1971," Draft  Copy in Review, prepared May, 1972.
    
    18.  Jones, R.  L.,  T.  D.  Hinesly, and R.  J.  Johnson,  "Zirconium in Agri-
         cultural Ecosystems:  A Bibliography of the Literature  1950 Through
         1971," Draft  Copy in Review, prepared September,  1973.
         1063
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