WATER POLLUTION CONTROL RESEARCH SERIES DAST-27 CLEANING OIL CONTAMINATED BEACHES U.S. DEPARTMENT OF THE INTERIOR FEDERAL WATER POLLUTION CONTROL ADMINISTRATION ------- WATER POLLUTION CONTROL RESEARCH SERIES The Water Pollution Control Research Reports describe the results and progress in the control and abatement of pollu- tion of our Nation's waters. They provide a central source of information on the research, development and demonstra- tion activities of the Federal Water Pollution Control Administration, Department of the Interior, through inhouse research and grants and contracts with Federal, State, and local agencies, research institutions, and industrial organ- izations. Water Pollution Control Research Reports will be distributed to requesters as supplies permit. Requests should be sent to the Planning and Resources Office, Office of Research and Development, Federal Water Pollution Control Administration, Department of the Interior, Washington, D. C. 20242. ------- CLEANING OIL CONTAMINATED BEACHES WITH CHEMICALS A Study of the Effects of Cleaning Oil Contaminated Beaches with Chemical Dispersants by Northeast Region Research and Development Program Edison, New Jersey for the FEDERAL WATER POLLUTION CONTROL ADMINISTRATION DEPARTMENT OF THE INTERIOR Program Number 15080 FHS 08/69 August 1969 ------- FWPCA Review Notice This report has been reviewed by the Federal Water Pollution Control Administration and approved for publication. Approval does not signify that the contents necessarily reflect the views and policies of the Federal Water Pollution Control Administration, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. ------- CONTENTS List of Figures iv List of Tables v Abstract vi Int roduc t ion 1 Conclusions and Recommendations 2 Experimental 3 Results and Discussion 11 Acknowledgment s 21 References 22 1L1 ------- LIST OF FIGURES 1. Grain Size Analysis, Twin Gun Beach, Surface 4 2. Grain Size Analysis, Twin Gun Beach, Ten Inches Deep 5 3. Grain Size Analysis, Twin Gun Beach, Eighteen Inches Deep. 6 4. Grain Size Analysis, Spermaceti Cove, Surface 7 5. Grain Size Analysis, Spermaceti Cove, Twelve Inches Deep.. 8 6. Penetration and Persistence of Oil in Beach Sand, With and Without Chemical Treatment 12 7. Test Area: Twin Gun Beach 15 8. Test Area: Spermaceti Cove 15 9. Typical Test Section 15 10. Initial Penetration of Oil 15 11. Application of Chemical 16 12. Hosing of Oil Section 16 13. Hosing of Chemically-Treated Section 16 14. Chemically-Treated Section After Tidal Wash 16 15. Chemically-Treated Section After Hosing 16 16. Experiment HI 17 17. Experiment III 17 18. Twelve Feet Below Figure 17 I7 19. Experiment III 17 IV ------- LIST OF TABLES ?aee 1. Apparent Composition of Chemicals Tested. 10 2. Cohesiveness of Oil-contaminated and Chemically-treated Beach Sand 19 3. Relative Density of Oil-contaminated Beach Sand. 20 ------- ABSTRACT Oil-dispersing chemicals were treated for cleaning persistent- type crude oil from experimentally contaminated New Jersey coastal beaches and were found to be generally ineffective. Al- though they completely cleaned the surface of the oiled sand, they removed little of the total oil. Instead they caused the oil to penetrate more deeply into the underlying sand, thereby compounding the pollution problem by expanding the zone of pollu- tion, complicating any subsequent mechanical removal and, possibly, causing the oil to persist longer. Chemical treatment failed to induce "quicksand" or cause perceptible erosion of beach sand. A decrease in the "cohesiveness" of the sand was observed, but this also occurred in the presence of oil alone and could not be attributed to the presence of chemical. KEYWORDS: Beach, cleaning, detergent, emulsifier, erosion, oil, pollution, quicksand, sand. ------- INTRODUCTION During 1961 the Warren Spring Laboratory in England conducted studies which led to the recommendation of sol vent-emu Is if iers as the most effective means for cleaning beaches polluted by oil (1). This recommendation provided a basis for British action during the Torrey Canyon incident, when massive quanti- ties of "detergents" were applied to contaminated shores (2). The devastating effects of these chemicals on coastal marine life, which have been extensively documented (e.g. 3, 4), led to widespread criticism of the British action and of the general use of "detergents" for the control of oil pollution. Other significant limitations of sol vent-emu Is if iers for beach cleaning tended to be obscured by the spectacular nature of these biological effects. For instance, the official report of the Torrey Canyon affair (2) noted that these chemicals caused the oil to penetrate into the sand more deeply than untreated oil, thereby increasing the volume of contaminated sand, complicating any subse- quent mechanical removal, and possibly causing the oil to persist longer. These field observations were confirmed by others (3, 5) and the basic phenomenon of increased penetration was demonstrated in bench tests at the Plymouth Laboratory (3). Furthermore, many of the Cornish beaches polluted by the Torrey Canyon oil exhibited a "quick" condition which was generally attributed to the treatment with solvent-emuIs ifiers (2, 3). How- ever, few beaches in Cornwall escaped heavy dousing with "detergents" and remained to demonstrate the effects of oil alone. Similar "quicksands" were reported from oiled beaches in Brittany, on which chemicals were not used (3). Beach erosion due to "quicksand" caused by solvent-emu Is ifiers became a major issue during the Ocean Eagle spill in San Juan, Puerto Rico, even though documentation of this phenomenon was in- complete. In this case too, there had been previous reports of erosion of Puerto Rican beaches from oil alone (6). Because of these controversial and poorly defined effects of solvent-emulsifiers upon beach sands, the Northeast Region Research and Development Program conducted a series of controlled experiments during the fall of 1968 on the use of oil-dispersing chemicals for cleaning sandy beaches at Sandy Hook, New Jersey. ------- CONCLUSIONS AND RECOMMENDATIONS 1. Penetration of oil into beach sand is a function of the nature of the oil and the type and granular texture of the sand. 2. Persistent-type crude oils contaminate only the surface of sandy beaches, penetrating to a maximum of two inches depth. 3. When overlaid by fresh sand, crude oils persist for long periods of time as narrow, discrete bands, gradually weathering into a tarry consistency. 4. Chemical dispersants clean only the surface of oil-contaminated beach sands and remove relatively little of the subsurface oil. 5. Chemical dispersants cause the oil to penetrate more deeply into beach sands. 6. Increased penetration increases the volume of contaminated sand, complicating any subsequent cleaning procedures and, possibly, caus- ing the oil to persist longer in offensive form. 7. Chemical dispersants could not be shown to reduce the cohesion of oiled sand, nor to induce "quick sands". 8. Chemical dispersants or solvent-emu Is ifiers are not recommended as effective for cleaning oil-contaminated beaches. - 2 - ------- EXPERIMENTAL LOGat ion Density Sand cohesion: Oil content All experiments were conducted on the shores of Ft. Hancock, New Jersey during October through December 1968. Two specific locations were selected: 1. Twin Gun Beach (Figure 7): located on the eastern, ocean side of Sandy Hook, and exposed to open surf. Grain size analyses of surface sand and sand at depths of 10 inches and 18 inches are shown in Figures 1, 2 and 3, respectively. 2. Spermaceti Cove (Figure 8): located on the western, bay side of Sandy Hook, in an area of no surf. Grain size analyses for surface sand and sand at a depth of 12 inches are shown in Figures 4 and 5, respectively. in situ sand density measurements were performed according to ASTM DI556-64; maximum and minimum density were performed according to Department of the Army Engineering Manual EM 1110-2-1906, dated 10 May 1965. determined with a cone penetrometer according to Department of the Army Technical Bulletin TB ENG 37, dated 10 July 1959. sand samples were collected at given depths, and oil content determined as follows: 1. Weigh 50 grams of sample into 250 ml Erlenmeyer flask. 2. Slurry four times, or until extraction is com- plete, with 50 ml of 10% acetone in chloroform, which has been heated to just below its boiling point. 3. Decant solvent after each extraction through fluted number 4 filter paper into a 250 ml beaker. 4. Evaporate combined extracts on a steam bath to approximately 25 ml and transfer quantitatively to a tared 50 ml beaker. - 3 - ------- 100 90 80 70 £ 60 £ | 50 E 8 40 H UJ E 30 20 10 0 5C U.S. STANDARP SIEVE OPENING IN INCHES 6 4 3 2 l'/J 1 >/4 Vi H 3 4 6 1 1 1 1 1 1 I V ~»- 8 =*; U.S. STANDARD SIEVE NUMBERS HYDROMETER 0 14 16 20 30 40 50 70 100 140 200 X I 1 \ * ! I \ \ \\ \ s 1 1 ^* 0 100 50 10 5 OS' GRAIN SIZE MILLIMETERS COUIES SAMflE NO GRAVEL COA«SE E1EV O* DffTH FINE 0.1 (AND COAKSE MEDIUM CtASSIFICANON GRADATION CURVES NAT W FINE 1. IL n fi I 0.05 0.01 0.005 0.0 SILT OR CLAY 0 10 20 30 i- 5 kU 40 > Of. hU 50 £ 8 60 z UJ U 70 « 80 90 100 01 OJECT Beach Cleaning EA Twin Gun Beach CUING NO SurfscB DATE 28 Oct. 68 GRAIN SIZE ANALYSIS, TWIN GUN BEACH, SURFACE Figure 1 ------- 100 90 80 70 0 £ 60 s | 50 c S 40 oc UJ a. 30 20 10 0 5( U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 43 2 l'/J 1 3/4 Yi tt 3 4 6 8 10 1416 20 30 40 50 70100140 200 V X 7 y ( \ \ V \ \ v \ \ > ^i X X N | 10 100 50 10 5 1 0.5 GRAIN SIZE MILLIMETERS COBSLES SAMPLE NO GRAVEL COARSE ELEV OH DEPTH FINE 0.1 0.05 0.01 0.005 0.0 SAND COARSE | CLASSIFICATION GRADATION CURVES MEDIUM NAT W FINE '. LL PL PI SILT OR CLAY IK 0 10 20 30 .- g UJ 40 I to oc UJ 50 2 0 u 60 z IU U ce UJ 70 ° 80 90 00 01 OJECT Beach Cleaning EA Twin Gun Beach )RiNGNoTen Inches Below Surface 28 Oct. 68 GRAIN SIZE ANALYSIS, TWIN GUN BEACH, TEN INCHES DEEP Figure 2 ------- 100 90 80 70 £ 60 S | 50 C a « UJ E 30 20 10 0 5< U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2__lVi_J 'A Y* H 3 4 * 8 10 14 16 20 30 40 50 70100140 200 >0 1 1 I 1 1 1 1 KH 1 ^, 1 1 1 i \ N \ \ , 1 \ \ \ \ \ ! V \ 1 1 100 50 10 5 1 0.5 GRAIN SIZE MILLIMETERS COSHES SAMF1E NO GRAVEL COAUE | FINE EltV O« DEFTH i 0 10 20 30 . UJ " I at UJ 50 2 o u 60 z UJ U £ 70 « 80 90 100 0.1 0.05 0.01 0.005 0.001 SAND COAME CLASSIFICATION GRADATION CURVES MEDIUM FINE NAT W % u Fl pi SILT 0« CLAY H.OJECT Beach Cleaning AHA Twin Gun Beach KKINGNO Eighteen Inches 28 Oct. 68 GRAIN SIZE ANALYSIS, TWIN GUN BEACH, EIGHTEEN INCHES DEEP Figure 3 ------- 100 90 80 70 f 60 | 50 c 8 40 H UJ E 30 20 10 0 5C U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 43 2 I'/i 1 3/4 '/? H 3 4 6 8 10 1416 20 30 40 50 70100140 200 < I k, ^ V, \ \ \ 1 1 1 1 1 ' 1 1 I L \ N s i ^ « 0 100 50 10 5 05 GRAIN SIZE MILLIMETERS COBBLES GRAVEL COAISE | FINE ElEV OS DEPTH 0.1 SAND COARSE | CLASSIFICATION GRADATION CURVES MEDIUM NAT W% FINE It P PI 0.05 0.01 0.005 0.0 SILT OR CLAY 0 10 20 30 >- o UJ 40 3 a BE UJ 50 £ O U 60 z UJ at 70 - 80 90 00 Dl OJECT Beach Cleaning EA Spermaceti Cove BORING NO O U T I 3 C 6 DATE 2 Dec. 68 GRAIN SIZE ANALYSIS, SPERMACETI COVE, SURFACE Figure 4 ------- 100 90 80 70 | 60 £ | 50 E ij 40 E 30 20 10 0 51 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2_M6_J % ft_H 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 1 1 1 1 1 1 1 1 ^ 1 \ X \ \ \ \ N \ 1 I \ 1 ' s s 's ^ 0 100 50 10 5 1 0.5 GRAIN SIZE MILLIMETERS COMIES SAMPLE NO OMVCt i 1 ,»»M lltV OK OtPTM FINE 1 0.1 0.05 0.01 0.005 0.0 SAND COARSE MEDIUM CLASSIFICATION GRADATION CURVES NAT W FINE /. LL II PI SILT OR CUT o « oo >g o i» ^ <-» o g o o o o o o o PER CENT COARSER BY WEIGHT P.OJEO Beach Cleaning AIIEA Spermaceti Cove KJ..NGNO One foot deep D.TE 2 Dec. 68 GRAIN SIZE ANALYSIS, SPERMACETI COVE, TWELVE INCHES DEEP Figure 5 ------- 5. Evaporate extracts to dryness, then add 5 ml of acetone, and again evaporate to dryness. 6. Wipe off excess water from outside of beaker, then dry 10 minutes in an oven at 103°C. 7. Cool in desiccator and weigh. Oil content of the entire layer in the test section was calculated from the known 32 square foot area, the visu- ally measured depth of the layer, the oil concentration per weight of sand (corrected for moisture content), and the measured in-place density of the sand. Test sections: test sections were marked off just below average high tide level in units of 4 feet by 8 feet (Figures 8 and 9). Oil was spread evenly over the surface of the test sections, during low tide, in amount equivalent to a uniform 1/2 inch covering. Oil was allowed to pene- trate into the sand for 10 minutes. Oil-dispersing chemical was applied in the amount specified, uniformly over the section, with a garden sprinkling can (Figure 11). Oil and chemical were allowed to interact for 10 minutes. The test section was then hosed for 5 minutes with salt water, pumped by a gasoline-driven portable fire pump; or the application of chemical timed to allow tidal wash within 30 minutes. Chemicals: chemicals used are shown in Table I. Products A and D are of the typical solvent-emuIsifier type. B and C are water soluble dispersants. _ 9 _ ------- TABLE 1 APPARENT COMPOSITION OF CHEMICALS TESTED Product Surfactant Code Ionic Nature^- Basic Composition Solvent3 Non ion ic Ethylene oxide condensate of alkyl phenol Aromat ic , a 1 iphat ic hydrocarbon, boiling point range similar to that of #2 fuel oil. B Nonionic Ethylene oxide condensate of alkyl phenol Water, glycol Non ionic Polyhydric alcohol ester of fatty acid Water, short-chained alcohol An ionic Alkyl aryl sulfonate Aromat ic , a 1 iphat ic hydrocarbon, boiling point range similar to that of #2 fuel oil. 1) According to Weatherburn test (7^. 2) By infrared spectral analysis of dried (105°C) residue; test was not definitive, but results consistent with stated, presumed composition. 3) By distillation and infrared spectral analysis. - 10 - ------- RESULTS AND DISCUSSION The penetration of oil into beach sand is influenced by the nature of the oil and the type and granular texture of the sand. In these experiments, the lighter crude oils penetrated the sand to a maxi- mum depth of two inches. If untreated, the oil tended to remain in a narrow, discrete band through successive tidal washings. This band usually moved to successively greater depth, but this was due to the overlaying with fresh sand rather than penetration. The oil appeared to remain with the originally contaminated sand grains. Considerable quantities of oil disappeared during the first several tidal cycles (Figure 6A and B). Because of the formation of an obvious slick on the adjacent water and because of the low percentage of low-boiling point hydrocarbons in La Rosa and Lago crudes, this initial loss can be attributed to physical removal rather than "weathering". If untouched for several months the remaining oil gradually weathered to a tarry consistency. When the oiled sand was treated with chemicals and subsequently flushed, the surface of the beach was rapidly washed free of all traces of contamination (Figures 13 and 14). Only Product C failed to produce this effect. All other chemicals effectively cleansed the surface at ratios of chemical to oil of 1 to 4. However, this observation was deceptive. Substantial quantities of oil still remained below the surface of the beach (Figure 15). Furthermore, the mixture of chemical and oil penetrated two to five times more deeply into the sand than oil alone (Figure 6). At first glance the results from Experiment II appear to be anoma- lous. However, they can be explained by the type of beach involved. This experiment was performed when Twin Gun Beach was constituted of two inches of medium sand at the surface. Below this was eight inches of fine gravel underlaid by medium sand (see Figs. 1, 2, 3). These layers became deeper as more sand was deposited on this active beach. During successive tidal cycles the oil moved through the gravel layer until it reached the underlying sand (Figure 16). The results clearly indicate that this penetration was significantly accelerated by chemicals (also see Figs. 17 and 19). This penetra- tion of oil alone was not observed in the finer sands. The field conditions complicated the quantification of the total oil present and the amounts of oil reported in Figure 6 cannot be con- sidered precise. Nonetheless, it is readily apparent that none of _ 11 _ ------- PENETRATION AND PERSISTENCE OF OIL IN BEACH SAND, WITH AND WITHOUT CHEMICAL TREATMENT EXPERIMENT I, TWIN GUN BEACH, 28 OCTOBER 1968 Tidal cycles 026 .:n n n -5 4. c .£ 6- _c 18 10< 12< Lo Rosa crude, no chemical LEGEND Heavy oil layer Lighter oil layer ioH 12 With product B, chemical/oil=l/2 EXPERIMENT II, TWIN GUN BEACH, 29 OCTOBER 1968 Tidal cycles 026 ioH La Rosa crude, no chemical -5 4- .£ 6- a. 8- 10 12 With product B, chemical/oil =1/5 Figure 6-A 12 ------- EXPERIMENT III JWIN GUN BEACH, 19 NOVEMBER 1968 Tidal cycles 0 2 4 26 0- 1100 2- .E 6 c - 8- 12- 14 0 : LEGEND Oil layer Number adjacent to oil layer indkates percent original oil remaining « 5 4H 5 6H -C cl i a 10- 0 2 .- -5 4 c .E 6 100 La Rose crude, no chemical 12 12 14 I ' E 6- j; +- a. a I 10- 12 With product A, chemical/oil=l/5 100 m H" H '° With product A, chemical/oil= 4/5 100 l-H With product D, chemical/oil=4/5 100 With product B, chemical/oil=4/5 Figure 6-B 13 ------- EXPERIMENT IV, SPERMACETI COVE, 2 DECEMBER 1968 Tidal cycles 2 42 0 2 4 .E 6- .c a 8- a 10 12 u £ 8" a a 10 12- 14 100 57 53 Logo crude, no chemical 100 100 44 With product A, chemical/oil=1/1 438 62 LEGEND Heavy oil layer Lighter oil layer Number adjacent to oil layer indicates percent original oil remaining. Figure 6-C 14 ------- Fig. 7 Test Area: Twin Gun Beach, a typical New Jersey coastal beach on the eastern shore of Sandy Hook. Fig. 8 Test Area: Spermaceti Cove, a sheltered beach on the western shore of Sandy Hook. Fig. 9 Typical Test Section; immed- Fig. 10 Initial Penetration of Oil: iately after application of crude oil. Spermaceti Cove. - 15 - ------- Fig. 11 Application of Chemical: Twin Gun Beach. Fig. 12 Hosing of Oil Section: Oil is smeared around the beach surface; substan- tial quantities are washed into surf. Fig. 13 Hosing of Chemically-treated Section: The surface of the sand rapidly washes clean. Fig. 14 Chemically-treated Section: After Tidal Washing - no traces of oil remain on surface. Fig. 15 Chemically-treated Section: After Hosing the surface is clean, but much oil remains below. - 16 - ------- Fig. 16 sect ion gravel layer. Experiment III (Figure 6): Oil , after four tidal cycles; oil in Fig. 17 Experiment III (Figure 6): Product A test section, after two tidal cycles; note irregular penetration to bottom of gravel layer at ten inches depth, Fig. 18 Twelve feet below Figure 17: Note bands of oil extending towards water line. Fig. 19 Experiment III (Figure 6): Product D test section, after four tidal eye les. - 17 - ------- the chemicals tested were remarkably efficient in removing oil. The utility of even the most effective dispersant, Product A, can be questioned in view of the results from Experiment IV, in which one-third of the original oil remained seven months after treatment. This remaining oil was spread through a six-inch band whereas the untreated oil formed cohesive, tarry clumps which were less noxious and more easily handled for removal. Thus, it may be concluded that oil-dispersing chemicals, used in this manner, are relatively ineffective for cleaning oil-contamin- ated beaches of the type found on the coast of New Jersey. Fur- thermore, they tend to compound the pollution problem. It may be assumed that they add polluting materials to the oil already present, in the form of surface active agents and, in some cases, solvents. They were demonstrated to increase the penetration of the oil/chemical mixture into the sand, thus increasing the volume of sand to be handled during mechanical or other manner of clean-up. The most effective chemical tested appeared to inhibit the natural weathering of oil into less offensive form. At no time during these experiments was anything resembling "quick- sand" observed, even when chemicals were applied in quantities equal to the amount of oil present. Chemically treated sand was somewhat less cohesive than uncontaminated sand, as indicated by the lesser weight required to force the cone penetrometer to a given depth (Table 2). However, approximately the same decrease in cohesiveness was observed in sand contaminated with oil alone. Oil alone also had a marked effect on the relative density of sand (but not the gravel on Twin Gun Beach), causing it to drop from 100% to 14% (Table 3). Thus, it is possible that heavy pollution by oil could disrupt the stability of certain types of beaches, but this would not likely be significantly affected by the presence of oil-dispersing chemicals. On the basis of these results and published reports, reported cases of "quicksand" and erosion cannot be attributed to the use of chemicals, but appear to be caused by oil alone. 18 ------- TABLE 2 Cohesiveness of Oil-Contaminated and Chemically-treated Beach Sand Determined with a Cone Penetrometer*. Each reported value represents the average of four measurements. Location: Spermaceti Cove. Oil was distributed in the sand as follows: 1) Oil Section - heavy oil layer from 0" to 3.5" depth; 2) Chemical Section - heavy oil layer from 0" to 4-.5" depth, medium oil layer from 4.5" to 10" depth. Lago crude. Product A. Control areas were immediately adjacent to test sections. Weight to Penetrate Depth of Penetration inches 0 2 4 6 8 10 12 14 16 18 Control Area pounds 8 26 53 69 87 98 108 115 119 132 Oil pounds 4 12 23 41 52 58 65 72 83 108 Sec t ion percent control 50 46 43 59 60 59 60 62 70 82 Control Area pounds 6 20 35 58 80 105 123 134 158 164 Chemically-treated pounds 4 13 24 39 58 92 96 113 140 162 Section percent control 67 65 69 67 72 88 78 84 89 99 *This device measures the force (in pounds) required to cause an inverted cone of standard dimensions to penetrate a given depth of sand. The pounds of force applied to penetrate to a given depth are a function of the "cohesiveness" of the sand, reflecting its weight-bearing capacity. ------- TABLE 3 Relative Density of Oil-Contaminated Beach Sand Experiment Test Site Location of Measurement In Place Density Measured Average ! g/1 g/1 Maximum Minimum Relative Change Caused Density Density Density by Oil percent relative g/1 g/1 percent density III K> O IV Twin Gun Beach 20 Nov. 68 Spermaceti Cove 2 Dec. 68 beginning at gravel layer, 2 inches below beach sur- face 1. adjacent to oil test 1934 1987 section 2041 2. oil test section, 2167 2081 La Rosa crude 1995 at beach surface 1823 1. adjacent to oil test section 1832 1828 2. oil test section, 1572 Lago crude 1570 1571 1827 1827 1536 1536 100 none -86 ------- Acknowledgment s Soil engineering apparatus was provided by a loan from N. E. Division, U. S. Army Corps of Engineers, New York, N. Y. Maximum/minimum density measurements were performed by Johnson Soils Engineering Laboratory, Palisades Park, N. J. Oil analy- ses were performed by the Chemistry Section, Laboratory Branch; and field work was aided by personnel of the Operations Branch of the Hudson-Delaware Basins Office, FWPCA. The cooperation of the Commanding Officer, U. S. Army, Ft. Hancock is gratefully acknowledged. 21 ------- REFERENCES 1. Smith, J. Wardley, 1962, Cleaning Oil from Beaches, New Scientist, 13:746. 2. The Torrey Canyon, Report to Parliament by the Secretary of State for Home Department, H. M. Stationery Office, London, 1967. 3. Smith, J. E. (editor), 1968, The Torrey Canyon Pollution and Marine Life, Cambridge Univ. Press, N.Y.C. 4. Conservation and the Torrey Canyon, Jour Devon Trust Nature Cons, Supplement, July 1967. 5. Caldwell, J. M., 1967, Oil Pollution of the Shore Face Caused by the "Torrey Canyon", Report for the Coastal Engineering Research Center, U. S. Army Corps of Engineers. 6. Diaz-Piferrer, M., 1962, Effects of an Oil Spill on the Shore of Guanica, P. R., paper presented at 4th Meeting, Caraibisch Marien Biologisch Institut, Curacao, Neth. Ant. 7. Weatherburn, 1954, Can. Text J, 71(16):45. _22 _ ------- |