United States Environmental Protection Agency Industrial Environmental Research Laboratory Research Triangle Park NC 27711 Research and Development EPA-600/S7-83-029 Mar. 1984 Project Summary Economic Evaluation of Limestone and Lime Flue Gas Desulfurization Processes T.A. Burnett, C.D. Stephenson, F.A. Sudhoff, and J.D. Veitch The preliminary-grade economics (accuracy: -15%, +30%) of various alternative limestone and lime flue gas desulfurization (FGD) processes are examined using the current design and economic premises established for the continuing series of economic evalua- tions performed by TVA for EPA. The economics are projected using the Shawnee lime/limestone computer model, which is based on long-term operating data from EPA's alkali scrub- bing test facility at TVA's Shawnee Steam Plant near Paducah, KY. The capital investment for the base-case limestone scrubbing process (500 MW, 3.5% sulfur coal, 1979 NSPS, spray tower, forced oxidation, landfill) is $206/kW. The first-year and levelized annual revenue requirements are 10.59 and 15.09 mills/kWh, respectively. Costs for the equivalent limestone scrubbing process using a Turbulent Contact Absorber (TCA) are lower, while those for the venturi/spray tower absorber are higher. Forced-oxidation/ landfill disposal has a lower capital investment than unoxidized/pond disposal for all options studied; however, the first-year and levelized annual revenue requirements are slightly higher for the forced-oxidation landfill process for most coal applications. For the spray tower limestone process to achieve a specified SO2 removal effi- ciency, it is more economical to increase the limestone stoichiometry and mini- mize the absorber liquid/gas ratio (L/G). The use of adipic acid or possibly dibasic acid (DBA) as an additive to enhance SO2 removal in the limestone scrubbing process is an economically attractive option. This Project Summary was developed by EPA's Industrial Environmental Research Laboratory, Research Triangle Park, NC, to announce key findings of the research project that is fully documented in a separate report of the same title (see Project Report ordering information at back). Introduction This study evaluates the economics of limestone and lime wet scrubbing FGD processes that incorporate recent tech- nological developments such as forced oxidation, refined absorber design and operating conditions, landfill disposal, and the use of additives to enhance scrubbing efficiency. Most of the processes are based on EPA-sponsored FGD evalu- ations at the Shawnee test facility. The economic data were obtained using a computer model developed from the Shawnee test facility results. The primary focus of this study is on absorber types, forced oxidation, and the use of additives. The three types of absorbers (Turbulent Contact Absorber (TCA), spray tower, and venturi/spray tower), the forced oxidation method (single loop, two loop, and bleedstream), and the type of additive (magnesium oxide (MgO) and adipic acid) are the main subjects. Landfill disposal is the primary disposal method used, but a range of pond disposal processes are included for comparison. All processes without forced (or natural) oxidation have pond disposal; all forced oxidation processes, except two, have landfill disposal. ------- Forced oxidation to gypsum has recent- ly evolved into the mainstream of limestone and lime processes. Oxidation to nearly 100% gypsum is achieved, and the waste is readily dewatered to 85% or more solids. It is apparently tractable to landfill disposal without stabilization. Use of the gypsum for wall board and cement manufacture is also a possibility. The use of MgO to enhance SOZ removal efficiency has been investigated for several years, mostly in lime processes, to increase dissolved alkalinity. Adipic acid, an organic additive which has recently received considerable attention, acts as a buffer that tends to maintain a liquid pH favorable to S02 absorption. It has been extensively evaluated by EPA as a means of improving limestone FGD performance. Processes Evaluated The processes evaluated consist pri- marily of combinations of (1) limestone or lime absorbent; (2) TCA, spray tower, or venturi/spray tower absorber; (3) pond disposal of sludge without forced oxidation or forced oxidation with landfill; and (4) no additive, and MgO or adipic acid additive. The alternatives of increased partial scrubbing (using adipic acid to enhance SO2 removal efficiency) are also investi- gated. Results The economic results consist of the capital investment in 1982 dollars, first- year annual revenue requirements (which include levelized capital charges) in 1984 dollars, and levelized (over a 30- year period) annual revenue requirements (which consist of levelized operating and maintenance costs as well as levelized capital charges). Summaries of these costs are shown in Table 1. Comparison of Limestone Processes With and Without Forced Oxidation Costs for comparable limestone processes without forced oxidation and with pond disposal and those with forced oxidation and landfill are shown in Table 2. Processes without forced oxidation and with pond disposal have higher capital investments than comparable processes with forced oxidation and landfill disposal, in all cases. The differences increase with increasing coal sulfur content. The higher capital investment is largely a result of disposal area construction costs, which are 2 to 3-1/2 times higher for ponds than for landfills. In contrast, the additional capital investment for forced oxidation and sludge dewatering is relatively small. Except for the 5.0% sulfur coal cases, first-year annual revenue requirements are higher for forced-oxidation processes because of the higher operating labor, maintenance, and overhead costs associated with the waste dewatering and landfill operations. Levelized annual revenue requirements are higher for the forced-oxidation processes. This is the result of the higher proportion of operating and maintenance costs in the total annual revenue requir- ments of the forced-oxidation processes. Additives Costs of comparable processes with and without additives are shown in Table 3. MgO— The use of MgO as an additive in the limestone process has no significant effect on capital investment. The equip- ment needed to handle the relatively small volumes of additive does not materially affect equipment costs. By improving SO2 removal efficiency and absorbent utilization the use of MgO slightly decreases gas handling, SO2 absorption, and disposal costs. The effect is thus more pronounced at higher coal sulfur contents. For 3.5% sulfur coal, the reduction in capital investment is less than 1%, however. The effect of MgO on annual revenue requirements of forced-oxidation processes is similar to the effect on capital investment. The cost of the additive is minimal (less than 1% of total annual revenue require- ments). The improved SOa removal ef- ficiency and absorbent utilization, ex- pressed primarily as reduced absorbent and electricity costs, more than offset the cost for MgO. For 3.5% sulfur coal, the cost reduction is less than 1%. Adipic Acid In contrast to the results with MgO addition, the use of adipic acid appears to be an economically attractive additive for all applications considered in this study. Capital investment reductions range from nearly 13% for 0.7% sulfur western subbituminous coal to about 10% for high-sulfur coal. The additional equipment needed to handle the small quantities of adipic acid does not have an appreciable effect on equipment costs. However, by improving SO2 removal efficiency and absorbent utilization, the use of adipic acid decreases the capital investments for the feed preparation, gas handling, S02 absorption, solids separation, and disposal area costs. The primary reasons for the more dramatic reductions in costs are the assumptions that with adipic acid the limestone stoichiometry can be reduced by 24% (1.07 versus 1.40) and that 95% SOz removal can be achieved, allowing partial flue gas bypass to reduce both the reheat requirements and the size of the absorbers. (Note that vendors are quoting stoichiometries as low as 1.10 on bids for processes without additives; this would obviously result in a lower cost advantage for the adipic-acid-enhanced process.) The effect of adipic acid addition on both the first-year and the levelized annual revenue requirements for the forced- oxidation processes is similar to its effect on capital investment: it decreases costs 11-13%, depending on the coal sulfur level. Most of this cost reduction is due to a saving in capital charges. Other reductions (e.g., for electricity, absorbent, maintenance, and overhead) also contrib- ute to a significant degree. For forced oxidation, the cost of adipic acid is minimal (less than 1 % of annual revenue requirements for all except 5.0% sulfur coal), and the improved SO2 removal efficiency and absorbent utilization, expressed primarily as reduced absorbent and electricity costs, more than offset the cost for adipic acid. In processes without forced oxidation, the annual revenue requirements of processes using additives are lower than those of the same process without additives, but the difference is less because of the additional additive lost in the low-solids wastes. The cost of the additive in these cases is about the same as the absorbent cost. Except for the additional additive costs, the other cost reductions remain unchanged. Absorber Type Cost comparisons for limestone pro- cesses with different types of absorbers are shown in Table 4 for limestone processes at the 500-MW, 3.5% sulfur coal condi- tions. The capital investment relationships of the processes with TCAs, spray towers, and venturi/spray towers remain the same whether forced oxidation or additives are used. For all, the TCA process has the lowest capital investment and the venturi/ spray tower has the highest. The major capital investment advantage of the TCA process lies in lower costs for S02 absorption because of the smaller absorber and lower L/G. Processes using the larger, lower-pressure-drop spray tower have higher capital investments for SO2 absorption than the TCA processes, which are only partially offset by the ------- Table 1. Capital Investment and Annual Revenue Requirements Annual revenue requirements, 1984$ fiant coal size, sulfui MW % anther Capital investment, 1982$ type" $10* $/kW First -year $10* mills/ kWh Level/zed $10* mills/ kWh Limestone Processes Without Forced Oxidation" 200 3.5 500 0.7 500 2.0 500 3.5 500 5.0 500 3.5 500 3.5 1,000 3.5 ST ST ST ST ST TCA V-ST ST 62.7 73.2 90.4 112.6 123.3 107.8 121.7 192.1 314 146 181 225 247 216 243 192 15.8 18.1 23.3 28.8 31.5 27.6 31.3 48.9 14.39 6.56 8.46 10.47 11.44 10.03 11.37 8.89 21.7 24.5 32.1 39.6 43.3 38.0 43.1 67.2 19.72 8.91 11.68 14.42 15.73 13.81 15.68 12.23 Limestone Processes With Forced Oxidation0 200 0.7 200 2.0 200 3.5 200 5.0 500 0.7 500 2.0 500 3.5 500 5.0 500 3.5 500 3.5 500" 3.5 1,000 0.7 1,OOO 2.0 1,OOO 3.5 1,000 5.0 Limestone Processes Adipic Acid 200 3.5 500 0.7 500 2.0 500 3.5 500 5.0 500 3.5 500 3.5 500 3.5' 500 3.5" 7,000 3.5 MgO 500 0.7 500 2.0 500 3.5 500 5.0 500 3.5 500 3.5 500 3.5 ST ST ST ST ST ST ST ST TCA V-ST ST ST ST ST ST With Forced Oxidation and Additive6 ST ST ST ST ST TCA V-ST ST ST ST ST ST ST ST TCA V-ST ST 44.4 52.1 59.1 62.6 70.4 86.6 103.1 109.2 98.5 109.2 94.4 109.2 151.7 177.2 187.0 54.4 61.4 79.1 92.8 97.9 90.4 96.3 100.7 92.8 155.5 69.1 86.6 102.5 107.9 98.2 113.1 111.2 222 260 295 313 141 173 206 218 197 218 189 109 152 177 187 272 123 158 186 196 181 193 201 186 155 138 173 205 216 196 226 222 12.3 14.7 16.7 17.8 18.8 24.2 29.1 31.2 27.8 30.8 25.8 28.3 41.1 49.3 53.0 15.3 16.4 21.6 25.8 27.7 25.4 27.0 26.8 25.7 42.8 18.4 23.8 28.8 30.7 27.7 31.6 28.5 11.15 13.40 15.21 16.17 6.84 8.80 10.58 11.36 10.09 11.20 9.40 5.15 7.47 8.97 9.63 13.95 5.97 7.86 9.38 10.07 9.23 9.81 9.73 9.35 7.78 6.70 8.66 10.49 11.18 10.09 11.50 10.36 17.3 21.0 23.9 25.4 26.3 34.4 41.5 44.7 39.5 43.9 36.4 39.2 57.7 69.9 75.5 21.9 23.0 30.4 36.6 39.5 36.1 38.3 37.3 36.4 60.4 25.8 33.6 41.1 43.9 39.5 44.9 39.2 15.76 19.10 21.69 23.O8 9.56 12.49 15.08 16.25 14.37 15.96 13.25 7.13 10.50 12.71 13.73 19.86 8.36 11.07 13.31 14.36 13.12 13.93 13.58 13.25 10.99 9.37 12.23 14.93 15.98 14.38 16.33 14.27 Lime Processes Without Forced Oxidation" 500 0.7 500 2.0 500 3.5 500 5.0 500 3.5 500 3.5 Lime Processes With 500 3.5 500 3.5 500 3.5 Lime Processes With 500 3.5 500 3.5 500 3.5 ST ST ST ST TCA V-ST Forced Oxidation0 ST TCA V-ST Forced Oxidation and MgO° ST TCA V-ST 60.7 79.3 96.2 105.3 94.6 103.2 88.9 86.2 92.7 89.6 90.4 96.8 121 159 192 211 189 206 178 172 185 179 181 194 15.3 21.8 28.0 31.6 27.7 29.9 28.5 27.9 29.6 28.6 28.7 30.3 5.56 7.92 10.19 11.51 10.09 10.88 10.35 10.16 10.77 10.40 10.45 11.01 20.9 30.7 40.3 46.0 40.0 43.0 42.1 41.5 43.8 42.3 42.4 44.5 7.62 11.18 14.66 16.71 14.55 15.63 15.31 15.07 15.92 15.37 15.43 16.18 " ST=spray tower; JCA-Turbulent Contact Absorber; V-ST venturi/spray tower. " Pond disposal in all cases. ° Landfill disposal in all cases. d No flue gas reheat. B Landfill disposal, except as noted. ' Pond disposal. fl Dibasic acid. ------- Table 2. Cost Comparison of Processes With and Without Forced Oxidation Process* Capital investment 1982 $/kW Annual revenue requirements, 1984 mills/kWh First-year Levelized O.7% Sulfur Coaf No forced oxidation, pond No forced oxidation, landfill 2.0% Sulfur Coal No forced oxidation, pond Forced oxidation, landfill 3.5% Sulfur Coal No forced oxidation, pond Forced oxidation, landfill 5.0% Sulfur Coal No forced oxidation, pond Forced oxidation, landfill 146.5 140.7 180.8 173.1 225.1 206.1 246.7 218.3 6.56 6.84 8.46 8.80 10.47 10.58 11.44 11.36 8.91 9.56 11.68 12.49 14.42 15.08 15.73 16.25 "5OO-MW, limestone spray tower processes, natural oxidation to 95% CaSO*. 2HO forO. 7% sulfur coal cases, in-loop forces oxidation to 95% CaSO*.2l-PO for all other cases. " With low sulfur coal, forced oxidation is not required to achieve high (>90%) oxidation ofsulfite to sulfate. Table3. Cost Comparison of Processes With and Without Additives Capital investment, 1982 $/kW Annual revenue requirements, 1984 mills/kWh First-year Levelized Landfill Disposal* O.7% sulfur coal No additive Adipic acid MgO 2.0% sulfur coal No additive Adipic acid MgO 3.5% sulfur coal No additive Adipic acid MgO 5.0% sulfur coal No additive Adipic acid MgO Pond Disposaf 3.5% sulfur coal No additive Adipic acid MgO 140.7 122.8 138.2 173.1 158.2 171.8 206.1 185.5 205.0 218.3 195.9 215.8 225.1 201.4 222.4 6.84 5.97 6.70 8.80 7.86 8.72 10.58 9.38 10.49 11.36 10.07 11.18 10.47 9.73 10.36 0.56 8.36 9.37 12.49 11.07 12.39 15.08 13.31 14.93 16.25 14.36 15.98 14.42 13.58 14.27 a 5OO-MW, limeston spray tower processes, natural oxidation for all 0.7% sulfur coal cases, in- loop forced oxidation for no additives and adipic acid cases, bleedstream forced oxidation for all MgO processes. " 5OO-MW, limestone spray tower processes without forced oxidation. lower capital investment for fans. The processes using the venturi/spray tower absorbers have a higher limestone utilization rate, and thus slightly lower capital investments for feed preparation, solids dewatering, and disposal. This is more than offset by the higher capital investments for gas handling and S02 absorption. The same cost relationships also prevail in annual revenue require- ments, largely because of costs based on capital investments such as maintenance and capital charges. In costs other than maintenance and capital charges, there is little difference in annual revenue requirements between the processes with TCAs, spray towers, or venturi/spray towers. Spray Tower Absorber Design Conditions Since the superficial gas velocity through the absorber, the pH of the slurry, and the SOz removal efficiency are normally determined by the technology or the performance requirements, the absorber L/G ratio and stoichiometry are the only remaining design conditions that can be optimized. Thus it becomes an economic tradeoff between the costs associated with slurry recirculation pumps (L/G) and the costs for the limestone preparation equipment andthe waste disposal area (stoichiometry). Increasing the limestone stoichiometry and decreasing the absorber L/G is the more economical option. Increasing the stoichiometry from 1.1 to 1.4 mol CaCOa/mol (SO2+2HCI) absorbed resu Its in a decrease in capital investment of 14- 18%. Levelized annual revenue require- ments decrease 16-18%. Partial Versus Full Scrubbing For lower sulfur coals, where relatively modest S02 removal efficiencies are required, two alternative designs are possible: full scrubbing at the required removal efficiency or scrubbing part of the flue gas at a high removal efficiency (e.g., 90%) and bypassing the rest of the flue gas around the absorber to reduce or eliminate the need for stack gas reheat. The costs of full and partial scrubbing for a range of coal sulfur levels are based on a 500-MW limestone process with a spray tower absorber, forced oxidation, and landfill disposal. Partial scrubbing is based on 90% S02 removal in the absorber. In terms of capital investment, it is less expensive to partially scrub the flue gas from coals with sulfur contents below about 1.5%. For 0.7% sulfur western subbituminous coal, partial scrubbing saves about $10/kW in capital investment (a 6.5% reduction) and about 1.2 mills/kWh in annual revenue require- ments (an 11.2% reduction). For 2.0% sulfur coal, full scrubbing saves $4.0/kW in capital investment over partial scrubbing, but the annual revenue requirements are essentially the same in both cases. Full-Scrubbing Processes at 85%, 90%, and 95% SO2 Removal As the required SO2 removal efficiency increases from 85% to 95%, the economic advantage of the adipic-acid-enhanced process increases. At 85% removal the adipic acid-enhanced process is about 9% lower in capital investment and nearly 12% lower in annual revenue require- ments. At 95% removal the corresponding reductions are more than 15% for both capital investment and annual revenue requirements. ------- Table 4. Cost Comparison by Absorber Type" Process" Capital investment. 1982 $/kW Annual revenue requirements. 1984 mills/ kWh First-year Level/zed Without Forced Oxidation (Pond Disposal) Spray tower TCA Venturi/spray tower With Forced Oxidation Spray tower TCA Venturi/spray tower With Forced Oxidation Spray tower TCA Venturi/spray tower 225.1 215.6 243.4 (Landfill Disposal) 206.7 797.0 218.4 and Adipic Acid (Landfill Disposal) 185.5 180.9 192.7 10.47 10.03 11.37 10.58 10.09 11.20 9.38 9.23 9.81 14.42 13.81 15.68 15.08 14.37 15.96 13.31 13.12 13.93 ' 500 MW. 3.5% S. Limestone and Lime Processes Limestone and lime process costs by process area are compared for different coal sulfur contents and by process type in Table 5. The processes using lime maintain a substantial advantage in capital investment for all conditions. The advantage decreases slightly with increas- ing coal sulfur content. At the same coal sulfur content, the capital investment advantage of the lime processes with variations such as forced oxidation and additives remains relatively constant. about 15% lower than the corresponding limestone processes. Coal sulfur content has an important effect on relationships of the annual revenue requirements. The lime process has lower annual revenue requirements for the low-sulfur coal cases, but the advantage decreases with increasing coal-sulfur content because of increasing absorbent costs. The different relationship in first-year and levelized annual revenue requirements occurs because levelizing increases operating and maintenance Table 5. Cost Comparison of Limestone and Lime Process Process Spray Tower8 0.7% sulfur coal Limestone Lime 2.0% sulfur coal Limestone Lime 3.5% sulfur coal Limestone Lime 5.0% sulfur coal Limestone Lime Venturi / Spray Tower" Without forced oxidation (pond) Limestone Lime Forced oxidation (landfill) Limestone Lime With forced oxidation and MgOc (landfill) Limestone Lime Capital investment, 1982 $/kW 146.5 121.5 183.4 158.6 225.1 192.3 246.7 210.6 243.4 206.3 2/5.4 785.4 226.7 193.5 Annual revenue requirements, 1984 mills/kWh First-year 6.56 5.56 8.46 7.92 10.47 10.19 11.44 11.51 77.37 10.88 11.20 10.78 11.50 11.01 Levelized 8,91 7.62 11.61 11.81 14.42 14.66 15.73 16.71 15.68 15.63 15.96 15.92 16.33 16.18 *5OO-MW. without forced oxidation, pond disposal. *500-MW, 3.5% sulfur coal. cBleedstream forced oxidation. costs, which are a significantly lower portion of annual revenue requirements for the limestone process. Reheat Since in-line steam reheat involves significant expenditures in both capital investment and annual revenue require- ments and since benefits of reheat sometimes are not apparent, some utilities have specified FGD systems without reheat. In comparing two 500- MW, 3.5% sulfur coal, limestone forced- oxidation processes, the capital invest- ment without reheat is more than 8% lower ($18/kW) than with reheat. The annual revenue requirements are about 12% lower without reheat. These lower costs are due partly to the elimination of steam consumption and partly to the reduction in maintenance, overhead, and capital charges because of the lower capital investment for the case without reheat. Conclusions Processes with forced oxidation and landfill disposal have lower capital investments than processes without forced oxidation and pond disposal because the aggregate costs of forced oxidation and dewatering equipment and landfill construction are small, compared with the cost of pond construction. First- year annual revenue requirements are slightly higher for forced-oxidation processes under most conditions evalu- ated. At large waste volumes, however, the first-year annual revenue require- ments for processes without forced oxidation are slightly lower. All processes without forced oxidation have slightly lower levelized annual revenue require- ments. The use of additives reduces both the capital investment and annual revenue requirements of limestone processes. For processes with forced oxidation and landfill disposal, the effects of MgO are marginal; but with adipic acid, more substantial reductions of 10-13% are obtained in both capital investment and annual revenue requirements. The cost reductions are reflected in capital invest- ment by reduced equipment sizes and smaller waste volumes and in annual revenue requirements by reduced capital charges (the major factor) and other costs related to capital investment and by reduced absorbent and electricity costs. The larger cost reductions obtained with adipic acid are largely a result of a substantial improvement in limestone utilization. The costs related to the use of ------- additives are a very small part of the total costs, and both capital investment and annual revenue requirements are very insensitive to changes in the cost and consumption rate of the additives or to the use of lower cost substitutes. The higher removal efficiencies attainable with adipic acid also permit the use of the more economical partial scrubbing with bypass over a wider range of coal sulfur contents. For processes that use pond disposal, the use of additives has the same effect on capital investment as it does for processes using landfill disposal, but the cost reduction in annual revenue requirements is reduced by about half because of the additional additive loss in the low-solids waste. Processes using TCAs are about 5% less expensive than processes using spray towers and 12% less expensive than processes using venturi/spray towers because of the smaller size and lower L/G ratio of the high-pressure- drop TCA, assuming that maintenance costs are the same percentage of equip- ment costs for all the processes. Changes of 15% in maintenance costs for either process make the annual revenue require- ments of processes using TCAs and spray towers equivalent. Economically, the optimum absorber design favors higher limestone stoichio- metries and lower L/G ratios. For the same SOa removal efficiency, a 1.4 stoichiometry and a low L/G is 14-18% lower in capital investment and annual revenue requirements than a design with a 1.1 stoichiometry and a high L/G ratio. Partial scrubbing at 90% removal efficiency with bypass of some of the flue gas is more economical at coal sulfur contents below about 2% because the bypassed flue gas reduces reheat costs. All lime processes evaluated have lower capital investments than limestone processes. They also have lower annual revenue requirements at lower coal sulfur contents. Lime processes are more sensitive to absorbent costs, however, andalso to levelizing, since operating and maintenance costs constitute a larger percentage of the total annual revenue requirements. As a result, lime process annual revenue requirements increase more rapidly with coal sulfur content than those of limestone processes, particularly if levelized annual revenue requirements are compared. At a coal sulfur content of about 4.5% the first-year annual revenue requirements of lime and limestone processes are equal; at a coal sulfur content of about 3.0% the levelized annual revenue requirements are also equal. As the coal sulfur content further increases, limestone processes become increasingly more economical. T. A. Burnett, C. D. Stephenson, F. A. Sudhoff, andJ. D. Veitch are with Tennessee Valley Authority. Muscle Shoals. AL 35660. J. D. Mobley is the EPA Project Officer (see below). The complete report, entitled "Economic Evaluation of Limestone and Lime Flue Gas Desulfurization Processes," {Order No. PB 84-133 644; Cost: $25.00, subject to change) will be available only from: National Technical Information Service 5285 Port Royal Road Springfield, VA22161 Telephone: 703-487-4650 The EPA Project Officer can be contacted at: Industrial Environmental Research Laboratory U.S. Environmental Protection Agency Research Triangle Park, NC 27711 ------- United States Environmental Protection Agency Center for Environmental Research Information Cincinnati OH 45268 Official Business Penalty for Private Use $300 * U.S. GOVERNMENT PRINTING OFFICE: 1984-759-102/873 ------- |