فهرست و منابع پروژه طراحی سیستم جمع آوری شیرابه در مدفن پسماند
فهرست:
فصل اول کلیات
-1-1-اطلاعاتی راجع به شیرابه در مدفن پسماند
-2-1-شکل گیری شیرابه در مدفن پسماند
1-2-1- آماده سازی تعادل آبی مدفن پسماند
2-2-1- گنجایش زمینه پسماندهای جامد.
3-1 عوامل مؤثر بر کیفیت شیرابه.
1-3-1 ترکیب پسماند
2-3-1- زمان سپری شده
3-3-1- دمای محیط
4-3-1-رطوبت موجود.
5-3-1-اکسیژن موجود.
4-1-ارزیابی کیفیت شیرابه
1-4-1 تست های آزمایشگاهی
1-1-4-1- تست نفوذ آب(ASTM)
2-1-4-1- تست استاندارد نفوذ یا تراوش.
3-1-4-1-تست TCLP
4-1-4-1-روش بارندگی مصنوعی شیرابه
5-1-4-1-روش استخراج چند گانه(MEP)
2-4-1- مطالعه و بررسی شیرابه با استفاده از Lysimeter
3-4-1- طراحی پیشگویانه
5-1- عوامل مؤثر بر کمیت شیرابه
1-5-1- مقدار بارندگی.
2-5-1- نفوذ آبهای زیرزمینی
3-5-1- میزان رطوبت پماند
4-5-1- طراحی پوشش نهایی
-6-1-ارزیابی کمیت شیرابه:
1-6-1-میزان تولید قبل از بسته شدن مدفن پسماند
1-1-6-1-حجم شیرابه بدلیل تراکم فشار.
2-1-6-1-افت شیرابه بدلیل تبخیر
3-1-6-1- افت شیرابه بدلیل جذب در پسماند.
4-1-6-1- مدل کامپیوتری
2-6-1- میزان تولید پس از بسته شدن مدفن پسماند.
1-2-6-1- روش متعادل نگه داشتن آب.
2-2-6-1-مدل های کامپیوتری در تلفیق و پیوند روش تعادل آب(در ارتباط با روش متعادل نگه داشتن آب.)
3-2-6-1- معادله تجربی
4-2-6-1- مدل ریاضی
5-2-6-1-سنجش مستقیم نفوذ
6-2-6-1-خلاصه اظهارنظرهاروی تولید دراز مدت شیرابه
-7-1- ترکیب شیرابه
1-7-1- تغییرات و دگرگونیها در ترکیب شیرابه
2-7-1- پیدا کردن منشأ ترکیبات(ردیابی ترکیبات)
-8-1-مدل های توزیع شیرابه
فصل دوم طراحی سیستم جمع آوری شیرابه مدفن پسماند
-1-2-سیستم جمع آوری شیرابه
1-1-2- پوشش مدفن پسماند
2-1-2-کنترل شیرابه در مدفن پسماند
1-2-1-2-سیستم لایه پوششی تحتانی (لاینز)برای MSW
2-2-1-2- سیستم لایه پوششی تحتانی(لاینز)برای Monofill ها.
3-2-1-2-ساختار لایه پوششی خاک رس
4-2-1-2-ساختار لایه پوششی ژئوممبرن
3-1-2- لایه زهکشی
4-1-2-طرح گودال(چاله )و لوله جمع آوری شیرابه
1-4-1-2-گودال (چاله)شیرابه
2-4-1-2- لوله جمع آوری شیرابه
5-1-2-تسهیلات جمع آوری شیرابه
6-1-2-احداث گودال جمع آوری شیرابه
7-1-2-تسهیلات نگهداری و نقل مکان شیرابه
8-1-2-دریچه پاکسازی خط شیرابه
9-1-2- ایستگاه بالابری و پمپ جمع آوری شیرابه
10-1-2-مخزن نگهداری شیرابه
11-1-2-سیستم های زدایش شیرابه
1-11-1-2- جریان گرانشی
2-11-1-2-رایزر شیب جانبی
-2-2-حرکت شیرابه در مدفن های فاقد زهکشی
-3-2-نقص سیستم های جمع آوری شیرابه
1-3-2-گرفتگی لوله
2-3-2-خردشدگی لوله
3-3-2- طراحی غلط
-4-2-حفظ و نگهداری سیستم جمع آوری شیرابه
فصل سوم -طراحی دیگر اجزای مدفن پسماند
-1-3- انتقال آب بارندگی
1-1-3- طراحی کانال آب بارندگی
2-1-3- طراحی آبگذر
3-1-3- طراحی حوضچه های آب بارندگی
-2-3-غشای ژئوسنتری
1-2-3-طراحی کانال مهار و برون ریز
2-2-3-وزن مجاز وسیله نقلیه
3-2-3-بررسی لغزش خاک پوشش
4-2-3-بررسی از نظر نشت غیر یکنواخت
-3-3-طرح هرّه خاکریز
-4-3-ثبات مدفن
-5-3-مطالبی در مورد طراحی لرزه ای مدفن ها
-6-3-طراحی جاده دسترسی
فصل چهارم – تولید شیرابه و مدیریت آن
-1-4-مدیریت شیرابه
1-1-4-بازیافت شیرابه
2-1-4-تبخیر شیرابه
3-1-4- تصفیه شیرابه
4-1-4- تصفیه مرداب(زمینهای خیس)
منابع و مآخذ
منبع:
1) American Society of Civil Engineers (ASCE)(1960).Design and Construction of Sanitary and Storm Sewers,Manual of Engineerring Practice , No .37.ASCE, New York.
2) American Society for Testing and Materials(ASTM)(1990).In Geodetics of Waste Fills -Theory and Practice ,STP 1070 (A.O.Landva and G.D.Knowles,Eds.).ASTM, West Conshohocken,Pennsylvania.
3) Anderson, D.G., Husmand, B., and Martin, G.R.(1992). Seismic response of landfill slopes .In Proc.Stability Perform Slopes Embankments II, Geotech. Sp. Publ. 31. American Society of Civil Engineers, New York, pp .973-989.
4) Babcock, J. D., and Mossien, C. P.(1993). Leachate cleaning test for the Mill Seat landfill . Proc.16 th Int .Madison Waste Conf., U.W. Extn.,Madison,Wisconsin,pp.384-405.
5) Bagchi ,A.(1987a).Improving stability of a paper mill sludje.Proc.Purdue Ind .Waste Conf.42,137-141.
6) Bagchi ,A., and Ganguly, a. (1990). Leachate apportionment in active landfills.Proc.13 th Madison Waste Conf., U.W.Extn ., Madison , Wisconsin,pp. 14-27.
7) Bagchi ,A.(1980) .Discussion of leachate generation from sludge disposal area by Charlie et al. 91979). J. Environ . Eng. Div. (Am. Soc. Civ. Eng.) 106(EE-5), 1005.
8) Bagchi, A., and sopcich,D. (1989).characterization of MSW incinerator ash.J . Environ. Eng. Div. (Am. Soc. Civ. Eng. ) 115(EE-2), 447-452.
9) Barber , E. S. (1946). Application of triaxial test results to the calculations of flexible Pavement thickness. Proc. 26 th Annu. Res. Meet., Highway Res. Board, pp. 26-39.
10) Bass , J. M. (1985). Avoiding-failure of leachate collection systems. Waste Manag. Res. 3,233-243.
11) Bass , J. M., Cornish, R. M., Ehrenfield, J. F ., Spennenburg, S. P., and valentine, j. R. 919830. Potentional mechanisms for clogging of leachate drain systems.In Land Disposal of Hazardous Waste (D. W. Shultz, Ed.), 9 th Annu .Res. Symp., EPA-600/9-83/018. U.S. Enviromental Protection Agency., Cincinnati, Ohio , pp.148-156.
12) Benson , N. (1980). Waste charachterization of Pulp and Papermill Sludeges. Unpublished report,Bureau of Solid & Hazardous Waste Management, Wisconsin Department of Natural Resources, Madison, Wisconsin.
13) Bishop , A. w. (1955). Use of slip circle in slope stability analysis. Geotechnique 5(1), 7-17.
14) Bisop , A. w. and Morgenstern, N. R . (1960). Stability co efficients for earth slopes . Geotechnique 10(4),129-150.
15) Bosscher, P. J.(1987). P. C. Disk of N. Y . State slope Stability Program. University of Wisconsin, Geotech. Eng. Div. , Madison, Wisconsin.
16) Bureau, B. (1981). Design of impervious clay liners by unsaturated flow principles . In Proc. 4 th Symp . Uranium Mill Tailings Managde.Colorado State University, Ft. Collins., Colorado, pp.647-664.
17) Bureau of reclamation (1978). Drainage Manual, 1 st ed. Bureau of Reclamatoin, Eng. Ras. Cent., Denver Federal Center,Denver,Colorado.
18) Byrne, R., J., Kendall, J., and Brown , S. (1992).,Cause and Mechanism of Failure , Kettleman Hills Landfill B-19 , Unit IA. In Pros. Stability Performance of Slopes and Embankment (R. B.Seed and R. W. Baulanger, Eds .), geotech. Sp. Publ. 31. ameruican Society of Civil Engeineers,New York,pp. 1188-1215.
19)Caffrey ,R. P., and Ham , R. K. (1974). The role of evaporation in determining leachate production from milled refuse landfills .Compost Sci. 15(2), 11-15.
20) California Water Pollution Control Board (CWPCB) (1961). Effects of Refuse Dumps on Ground Water Quality , Publ. No. 24 . Resources Agency of California , Sacramento , California .
21) Cameron, R. D., and McDonald , E. C. (1982). Toxicity of landfill leachates . J. Water Pollut . Control Fed . 52(4),760-769.
22) Carroll , R. G.,Jr. (1983). Geotextile Filter Criteria, Engineering Fabrics In Transportation Construction , Transp . Res. Rec. No.916. National Academy of Sciences , Washington, D. C.
23) Cedergren, H. R. (1977). Seepage, Drainage , and Flow Nets, 2 nd ed . Wiley, New York.
24) Charlie , W. A., and Wardwell, R. E. (1979).Leachate generationfrom sludge disposal area . J. Environ . Eng. Div. Am. Sok. Civ.Eng. 105(EE-5), 947-960.
25) Chen , Y. H., Simons , D. B., and Demery, P. M. (1981). Hydraulic testing of plastic filters . J. Irrig. Drain.Div., Am. Soc. Civ. Eng. 107(IR-3),307-324.
26) Chian, E. S., and Dewalle, F. B. (1977). Evaluation of Leachate Treatment , Vols. 1 and 2, EPA-600/2-77/186a and b. U. S. Environmental Protection Agency , Cinciannati, Ohio.
27) Chow, V. T. (1959). Open-Channel Hidraulics. McGraw-Hill, New York.
28) Chow , V. T., Ed. (1964). Handbook of Applied Hydrology. McGraw-Hill, New York.
29) Dass, P., Tamke, G. R,and Stoffel , C.M. (1977). Leachate Production at sanitary landfill sites. J. Environ. Eng. Div.,Am. Soc. Civ.Eng. 103(EE-6), 981-988.
30) Demetracopoulos, A. C., and Korfiatis , G. P. (1984). Design considerations for landfill bottom collection systems. J. Civ. Eng.Pract. Des. Eng. 3(10), 967-984
31) Demetracopoulos ,A. C., Korfiatis, G. P., Bourodimos, E. L., and Nawy, E. G.(1984). Modeling for design of landfill bottom liners. J. Environ. Eng. Div., Am. Soc. Civ. Eng.110(6), 1084-1098.
32) Demetracopoulos, A. C., Sehayeka, L., and Erdogan, H. (1986). Modeling leachate production from municipal landfills . J. Environ. Eng. Div., Am. Soc. Civ. Eng. 112(EE-5), 849-866.
33) Druschel,S. J., and Underwood, E. R. (1993). Design of lining and cover system sideslopes. Proc. Geosynthetics ,93 Conf ., Vancouver, B. C., Canada, pp.1341-1356.
34) Duncan, J. M. (1992). State -of-the-art: Static stability and deformation analysis . In Proc .Stability and Performance of Slopes and Embankments –II, American Society of Civil Engineers, Reston, Virginia.pp. 222-266.
35) Duranceau, P. E. (1987).US EPA,s new leaching test :The toxicity characteristic leaching procedure (TCLP), Proc. 10 th Annu. Madison Waste Conf ., U. W. Extn., Madison , Wisconsin, pp. 547-560.
36) EMCON Associates (1975). Sonoma County Solid Waste Stabilization Study, EPA-530/SW-65 dl. U. S. Environmental Protection Agency, Cincinnati, Ohio.
37) Fair, G. M ., and Geyer, J. C. (1954). Water Supply and Waste Water Disposal. Wiley, New York.
38- Fisher E. A. (1927) . Some factors affecting the evaporation of water from soil . II.J. Agric. Sci. 17,407-419.
39- Fleming , I. R., Rowe , R.K., and Cullimore , D.R. (1999). Field observations of clogging in a landfill leachate collection system. Can . Geotech. J. 36, 685-707.
40- Ford, H.W. (1974). Low pressure jet cleaning of plastic drains in sandy soil. Trans. ASAE 17(5) , 895-897.
41 - Foster , W.S., and Sullivan , R.H. (1977). Sewer Infiltration and Inflow Control Product and Equipment Guide, EPA-600-12-77/107C. U.S. Environmental Protection Agency, Cincinnati, Ohio.
42- Foth, H. D., AND Turk, L. M. (1943). Fundamentals of Soil Science, 5th ed. Wiley, New York.
43- Fenn, D. G., Hanley , K. J., and Degeare , T. V. (1975). Use of the Water Balance Method for Predicting Leachate Generation from Solid Waste Disposal Sites, EPA 530/SW-168. U.S. Environmental Protection Agency, Cincinnati Ohio.
44- Fungaroli, A. A., and Steiner, R.L. (1979). Investigation of Sanitary Landfill Behavior , Vol.I, Final Rep. EPA-600/2-79/053a, u.s. Environmental Protection Agency, Cincinnati, Ohio , p. 331.
45- Garland , G, A., and Mosher, D.C. (1975). Leachate effects of improper land disposal . Waste Age 6(3), 42-48.
46-Gemmell, R. S. (1971). Mixing and sedimentation . In Water Quality and Treatment (P. D. Haney, Chair.), 3rd ed. McGraw-Hill, New York, pp. 123-157.
47- Giroud, J.P. (1982). Filter criteria for geotextiles. Proc. Int. Conf. Geotext. 2nd, 1982 1, 103-108.
48- Gray, D.H., and Leiser, A. T. (1982). Biotechnical Slope Protection and Erosion Control. Van Nostrand- Reinhold, New York.
49- Ham, R. K. (1980). Decomposition of Residential and Light Commercial Solid waste in Test Lysimeters, EPA/SW-190c. U.S. Environmental Protection Agency , Cinicinnati, Ohio.
50- Hamilton, N. F. (1988). Antimicrobial controls effects of bioslime. Mod. Plast. 65(5), 166-170.
51-Hammer, M. J. (1977). Water and Waste – WaterTechnology. Wiley, New York. Hannapel , R. J., Fuller , W. H., and Fox , R. H. (1964). Phosphorus movement in a Calcareous soil: Soil microbial activity and organic phosphorus movement. Soil Sci. 97(6), 421-427.
52-Hansen, B. P. (1980). Reconnaissance of the effect of landfill leachate on the water quality of Marshall Brook , Southwest Harbor , Hancock County , Maine . Geol. Surv. Open – File Rep. (U.S.) 80-120.
53- Horz, R.C. (1984). Geotextiles for Drainage and Erosion Control at Hazardous Waste Landfills, EPA Interagency Agreement No. AD-96-F-1-400-1. U.S. Environmental Protection Agency, Cincinnati , Ohio .
54-Howland, J. D., and Landva, A. O. (1992). Stability analysis of a municipal solid waste landfills . In Proc. Stability and Perform. Slopes and Embankments II (R. B. Seed , R. W. Boulanger, Eds .), Geotech. Sp . Publ . 31. American Society of Civil Engineers, New York , pp. 1216-1231.
55-Kansas State Highway Commission (1947). Design of Flexible Pavement Using the Triaxial Compression Test , Bull. No. 8. Highway Research Board, Washington, D.C.
56- Keen, B. H., Crowther, E. M., and Coutts J. R. H. (1926). The evaporation of water from soil . III. A critical study of the techniques. J. Agric . Sci. 16, 105-122.
57-Klausmeir, R., and Andrews , C. (1981). Microbial biodeterioration. In Economic Microbiology ( A. H. Rose, Ed.), Vol . 6. Academic , New York . pp. 432-472.
58- Koerner, R. M. (1986). Designing with Geosynthetics. Prentice- Hall, Englewood Cliffs, New Jersey .
59-Koerner, R. M. (1998). Designing with Geosynthetics, 4th ed. Prentice-Hall, Upper Saddle River, New Jersey.
60- Korfiatis, G. P., and Demetracopoulos, A. C. (1986). Flow characteristics for landfill leachae collection systems and liners. J. Environ Eng. Div. (Am. Soc. Civ. Eng) 112 (EE-3), 538-550; errata: 113 (EE-6), 1393.
61-Korfiatis , G. P., Demetracopoulos, A. C., Bourodimas , E.L., and Nawy, E.G. (1984). Moisture transport in a soild wastecolumn. J. Environ. Eng. Div., Am. Soc. Civ. Eng. 110 (EE-4), 780-796.
62-Kristiansen, R . (1981). Sand filter trenches for purification of septic tank effluent. I. The clogging mechanism and soil physical environment. J. Environ. Qual. 10 , 53-64.
63-Lambe, T. W., and Silva-Tulla, F. (1992). Stability analysis of an earth slope. In Proc. Stability Perform. Slopes and Embankments II, Geotech. Sp. Publ. 31. American Society of Chemical Engineers, New York, pp. 27-69.
64-Lawson, C.R. (1982). Filter criteria for geotextile : Relevance and use. J. Geotech . Eng . Div. Am. Soc. Civ. Eng. 108 (GT-10), 1300-1317.
65-Lechner , P., Lahner, T., and Binner , E. (1993). R Eactor landfill experiences ained at the Breitenau Research Landfill in Austria. Proc. 16th Int. Madison Waste Conf. U.W. Extn., Madison, Wisconsin, pp. 169-180.
66- Leckie, J. O., Pacey, J. G., and Halvadakis , C. (1979). Landfill management with moisture control. J. Environ. Eng . Div., Am. Soc. Civ. Eng. 105 (EE-2), 337-355.
67-Linsley , R. E., and Franzini, J. B. (1972). Water Resources Engineering. McGraw-Hill, New York.
68-Little, A. L., and Price V.E. (1958). The use of an electronic computer for slope stability analysis. Geotechnique 8(3), 113-120.
69-Lu, J. C. S., Morrison, R. D., and Stearns, R. J. (1981). Leachate production and management from municipal landfills: Summary and assessment . In Land Disposal of Municipal Solid Waste (D. W. Shultz, Ed.), 7th Annu. Res. Symp., EPA-600/9-81/002a. U.S. Environmental Protection Agency, Cinicinnati, Ohio, pp. 1-17.
70-Lu, J. C. S., Eichenberger, B., and Stearns, R. J. (1985). Leachate from Municipal Landfills, Production and Management . Noyes, Park Ridge, New Jersey.
71-Lutton, R. J., Regan,G. L., and Jones, L. W. (1977). Design and Construction of Covers for Solid Waste Landfills, EPA-600/2-79/165. U.S. Environmental Protection Agency, Cincinnati, Ohio, p. 249.
72-Makdisi, F. I., and Seed, H. B.(1978). Simplified procedure for estimating dam and embankment earthquake induced deformation. J. Geotech. Eng.Div. (Am. Soc. Civ Eng. ), 104 (GT7), 849-867.
73-Marcuson, W.F., III Hynes , M. E., and Franklin, A. G. (1992). Seismic stability and permanent deformation analysis: The last 25 Years . In Proc. Stability Perform. Slopes Embankments II, Geotech. Sp. Publ. 31. American SocietyofCivil Engineers , New York, pp. 552-592.
74-Mbela, K. K., Sridharan, L., O'Leary, P., Bagchi, A., Mack , D.,P., and Mitchell, G.R. (1991. Leachate generation patterns in MSW landfills in Wisconsin and Help model Assessment . Proc. Waste Tech'91, Toronto, Canada.
75-McBean, E. A., Poland, R., Rovers,F. , and Crutcher, A. J. (1982). Leachate collection design for containment landfills. J. Environ. Eng . Div., Am. Soc.Civ. Eng. 108(EE-1), 204-209.
76-Mitchell, R.A., and Mitchell, J. K. (1992). Stability evaluation of waste landfills . In Proc. Stability Perfom. Slopes Embankments II, Geotech. Sp. Publ. 31 . American Society of Civil Engineers , New York, pp. 1152-1187.
77-Morgenstern, N. R. (1992) . The evaluation of slope stability-A 25 year perspective. In Proc. Stability Perform. Slopes Embankments II (R. B. Seed and R. W. Boulanger, Eds.) . Geotech.Sp. Publ. 31. American SocietyofCivil Engineers , New York, 1-26.
78-Nutall, P. M. (1973). The effects of refuse tip liquor upon stream biology. Environ. Pollut. 4, 215-222.
79-Oden, J. T., and Ripperge, E. A. (1981). Mechanics of Elastic Structures . Hemisphere Publishing, New York.
80-Orr, W. R., and Finch, M.O. (1990). Solid waste landfill performance during the Loma Prieta earthquake. In Geotechnics of Waste Fills Theory and Practice,STP 1070 (A. O. Landva and G. D. Knowles, Eds.). American Society for Testing and Materials, Philadelphia, pp. 22-30.
81-Palmer, L.A., and Barber, E.S. (1940). Soil displacement under circular loaded area . Proc. 20th Annu. Res. Meet., Highway Res. Board, pp. 279-286.
82-Paruvakat, N. (1993b). Deflection analysis of polyethylene leachate collection pipes. Proc. Geosynthetics-1993, Vancouver , B.C., Canada, pp.1413-1424.
83-Penman (1984). Natural evaporation from open water, bare soil and grass.Proc.R. Soc. Landon, Ser. A 193,120-145.
84-Perrier, E.R., and Gibson, A.C. (1980). Hydrologic Simulation on Solid Waste Disposal Sites, EPA/SW-868. U.S Environmental Protection Agency, Cincinnati, Ohio.
85- Perry, R.H., (1976) . Engineering Manual, 3rd ed. McGraw-Hill, New York.
86-Peyton, L., and Schroeder, P.R. (1988). Field verification of HELP model for landfills . J. Environ. Eng. Div., Am. Soc. Civ. Eng. 114 (EE-2), 247-269.
87-Pohland, F.G. (1975). Sanitary Landfill Stabilization with Leachate Recycle and Residual Treatment , EPA-600/2-75/043. U.S. Environmental Protection Agency, Cincinnati, Ohio.
88-Quasim, S.R., and Barchinal , J.C.(19706). Leaching of pollutants from refuse beds. J.Sanit. Eng. Div.,Am. Soc. Civ. Eng.96(SA-1), 49-58.
89-Quasim. S.R., and Burchinal. J. C. (1970a) Leaching from simulated landfills. J. Water Pollut. Control Fed. 43(3), 371-379.
90-Revah, A., and Avnimeleih, Y. (1979). Leaching of pollutants from sanitary landfill models. J. WaterPollut. Control Fed. 51(11),2705-2716.
91-Rovers, F.A., and Farquhar, G.J. (1973). Infiltration and landfill behavior. J. Environ. Eng. Div., Am, Soc. Civ. Eng. 99(EE-5) , 671-690.
92- Salvato, J. A. Witkie, W.G., and Mead, B.E. (1971). Sanitary landfill leaching prevention and control. J. Water Pollut. Control Fed. 43(10), 2084-2100.
93-Scharch, J. F., Huebner, P.M., and Mack, D. P. (1985). An improved analytic method for estimating leachate -headswithin clay lined landfills. Proc. 8thAnnu. Madison Conf. App. Res. Prod. Munic. Ind. Waste, U.W. Extn., Madison, Wisconsin, pp. 338-354.
94-Schnabel, P., Lysmer, J., and Seed, H. B. (1972). SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally LayeredSites, Report No. EERC 72-2. Earthquake Engineering Research Center, University of California, Berkeley, California.
95-Schroeder, P. R., Gibson, A.C., and Smolen, M.D. (1984a). The Hydrologic Evaluation of Landfill Performance (HELP) Model, Vol. II, Doc. For Version 1, EPA 530-SW-84-101. U.S. Environmental Protection Agency, Cincinnati, Ohio.
96-Schwab, G.O., and Manson, P.W. (1957). Engineering aspects of land drainage. In Drainage of Agricultural Land (J. N.Luthin, Ed.). Madison, Wisconsin, Chapter 3, pp. 287-344.
97-SCS engineers (1976). The Selection and Monitoring of Land Disposal Case Study Sites, Vol. I: Project Description and Findings: Contract No. 68-01-2973. U.S Environmental Protection Agency, Washington, D.C.
98-Seed H. B., and Bonaparte,R . (1992). Seismic analysis and design of lined waste fills : Current practice. In Proc. Stability Perform. Slopes Embankments II, Geotech. Sp. Publ. 31. Ameican Society of Civil Engineers, New York , 1521-1545.
99-Sherard, J. L., Dunnigan, L.P., and Talbot , J. R. (1984a). Basic Properties of sand and gravel filters. J. Geotech. Eng. Div., Am. Soc. Civ. Eng. 110 (GT-6)684-700.
100- Singh, S. (1992). Response of Clay Liner System to Seismic Loading , CE Report No. 92-5. Department of Civil Engineering , Santa Clara University , Santa Clara, California.
102-Singh, S., and Murphy, B. (1990). Evaluation of stability of sanitary landfills. In Geotechnics of Wastefills – Theory nad Proactice STP 1070 (A.D. Landva and G.D. Knowles, Eds.) American Society for Testing and Materials , Philadelphia, Penn sylvania, pp. 240-258.
102- Skempton, A. W. (1964). Long-term stability of clay slopes. Geotechnique 14, 77-101.
103-Soil and Conservation Service (SCS) (1972) . Procedure for Computing Sheet and Rill Erosion on Project Areas , Release No. 51. U.S. Department of Agriculture, Eng . Div., Washington, D.C.
104-Solseng, P.B. (1978). Determining the moisture content of residual waste. In Disposal of Residuals by Landfilling (A. Gebhard, proj. manager). Minnesota Pollution Control Agency, Minneapolis, Minnesota, pp. I-1-I-40.
105-Sopcich, D., and Bagchi, A. (1988) . Discussion on mass burning of MSW with energy recovery, by Beckman and Dragovich (1986). J. Environ. Eng. Div., Am. Soc. Civ. Eng. 114(EE-1) , 235-236.
106-Sowers, G.B., and Sowers, G.F. (1970). Introductory Soil Mechanics and Foundations, 3rd ed . Macmillan , New York.
107-Spangler, M.G., and Handy , R.L. (1982). Soil Engineering , 4th ed . Harper & Row, New York.
108-Stark , T.I.D. (1999). Stability of waste containment facilities. Proc. WasteTech’99, New Orleans, Louisiana.
109-Stark, T.D. and Eid, H.T. (1998). Performance of three- dimensional slope stability methods in practice. J. Geotech. Geoenviron. Eng. 124(11) , 1049-1060.
110-Stone, R. (1974) . Disposal of Sewage Sludge into a Sanitary Landfill, EPA-SW-71d. U.S. Eenvironmental Protection Agency, Cincinnati, Ohio.
111-Straub, W.A. and Lynch, D.R. (1982a). Models of landfill and leaching: Moisture flow and inorganic strength. J. Environ. Eng. Div., Am. Soc. Civ. Eng. 108(EE-2), 231-250.
112-Straub, W.A., and Lynch , D.R. (1982b) . Models of landfill leaching: Organic strength. J. Environ. Eng. Div. , Am. Soc. Civ. Eng. 108 (EE-2), 251-268.
113-Suflita, J.M., Gerba , C.P., Ham, R.K., Plamisano, A.C., Rathje, W.L., and Robinson, J.A. (1992). The world’s largest landfill – A multidisciplinary investigation. Environ. Sci. Technol. 26(8), 1486-1494.
114-Taylor, D.W. (1948). Fundamentals of Soil Mechanics . Wiley, New York.
115-Thornthwaite , C.W., and Mather, J. R (1955). The water Balance, Publ . Climatol. Lab. Climatol. Drexel Instiute of Technology, Lab. Climatol., Centerton, New Jersey.
116- Thornthwaite, C.W., and Mather , J.R. (1957). Instructions and Tables for Computing Potential Evapotranspiration and the Water Balance, Publ. Climatol. Lab. Climatol. Drexel Institute of Technology, Lab. Climatol., Centerton, New Jersey.
117-Turk , M., Collins, H. J., Wittmaier, M., Harborth, P., and Hanert, H. H. (1997). Maintenance of the functioning of landfill drainage systems. In Advanced Landfill Liner Systems (H. August, U. Holzlohner, and T. Meggyes, Eds., Eds., English. Trans. Ed. T. Meggyes). Thomas Telford, London, pp. 163-181.
118-Uni-Bell Plastic Pipe Association (Uni-Bell) (1979). Handbook of PVC Pipe Design and Construction. Uni-Bell , Dallas, Texas.
119-U.S. Congress (1989). Facing America’s Trash: What’s Next for Municipal Solid Waste ? OTA-0-424. Office of Technology Assessment, U.S. Government Printing Office, Washington, D.C.
120-U.S. Environmental Protection Agency (USEPA) (1986a). Test Methods for the Evaluation of Solid Waste, EPA-SW-846. USEPA, Washington, D.C.
121-U.S. Environmental Protection Agency (USEPA) (1989c). Requirements for Hazardous Waste Landfill Design, Construction and Closure, EPA/625/4-89/022. USEPA, Cincinnati, Ohio.
122-U.S. Environmental Protection Agency (USEPA) (1999). Guide for Industrial Waste Management, EPA 530-R-99-001. USEPA, Washington, D.C.
123-Varnes, D.J. (1978). Slope movement types and process. In Landslides: Analysis and Control (R.J. Schuster and R.L. Krizek , Eds.), Sp. Report 176, Transportation Research Board, National Research Council , Washington, D.C., pp.11-33.
124-Veihmeyer , F.J. (1964). Evapotranspiration. In Handbook of Applied Hydrology (V.T. Chow, Ed.) . McGraw –Hill, New York , pp. 11-1-11-38.
125-Veihmeyer, F.J., and Henderickson, A. H. (1955). Rates of evaporation from wet and dry soils and their significance. Soil Sci. 80,61-67.
126-Viessman, W., Jr., Knapp, J. W., Lewis, G. L., and Harbaugh, T.E. (1977). Introdction to Hydrology. Harper & Row , New York.
127-Walsh, J.J., and Kinmand, R.N. (1979) . Leachate and gas production. Under controlled moisture conditions . In Land Disposal : Municipal Solid Waste (D.W. Shultz, Ed.), 5th Annu. Res. Symp., EPA-600/9-79/023. U.S. Environmental Protection Agency, Cincinnati, Ohio, pp. 41-57.
128-Walsh, J.J., and Kinman , R. N. (1981) Leachate and gas from municipal solid waste landfill simulators . In Land Disposal : Municipal Solid Waste (D. W. Shultz, Ed.), 7th Annu. Res. Symp., EPA-600/9-81/002. U.S. Environmental Protection Agency, Cincinnati, Ohio, pp.67-93.
129-Watkins, R.K. (1990). Plastic pipes under high landfills. In Buried Plastic Pipe Technology, ASTM STP 1093 (G. S. Buczala and M. J. Cassady, Eds.). American Society for Testing and Materials, Philadelphia, Pennsylvania.
130-Weiler, W. A., Ozarowski, P.P., and Soydemir, C. (1993). Earthquake engineering for landfills . Waste Age 24(8), 53-62.
131-Whitman, R.V., and Bailey. W. A. (1967). Use of computers for slope stability analysis. J. Soil. Mech. Found. Div., Am. Soc. Civ. Eng. 93 (SM-4), 475-498.
132-Wigh, R.J. (1979). Boone County Field Site Interim Report , EPA – 600/2-79/058. U.S. Environmental Protection Agency, Cincinnati, Ohio .
133-Wigh, R.J., and Brunner, R.D. (1981). Summary of landfill research, Boone County field site . In Land Disposal of Municipal Solid Waste (D. W . Schultz, Ed.), 7th Annu. Res. Symp., EPA-600/9-81/002a. U.S. Environmental Protection Agency, Cincinnati, Ohio, pp. 209-242.
134-Williams, N. D., and Houlihan, M. (1986). Evaluation of friction coefficients between geomembranes, geotextiles and related products . Proc. 3rd Int. Conf. Geotext., 1986. PP. 891-896.
135-Wong, J. (1977). The design of system for collecting leachate from a lined landfill site . Water Resour. Res. 13(2), 404-410.
136-Bagchi, A. (1990) Design, Construction, and Monitoring of Sanitary Landfill, John Wiley & Sons, New York. Baldasano, J.M., and C.Soriano (2000) “Emission of Greenhouse Gases from Anaerobic Digestion Processes: Comparison with Other Municipal Solid Waste Treatments,” Water Science and Technology, vol. 14, no. 3.
137-Bohn, H., and R . Bohn (1988) “Soil Beds Weed Out Air Pollutants,” Chemical Engineering, vol. 95, no. 6. Boltze , U., and M. de Freitas (1997) “Monitoring Gas Emissions from Landfill Sites,” Waste Management and Research, vol. 15.
138-Ehrig, H.J. (1989) “Leachate Quality,” in T.H. Christensen , R. Cossu, and P. Stegmann (eds) : sanitary Landifilling : Process, Technolgy and Environmental Impact, Academic Press, Harcourt Brace, Jovanovich, London.
139-Fenn, D.G., K. J. Hanley, and T. V. DeGeare (1975) Use of Water Balance Method for Predicting Leachate Generation from Solid Waste Disposal Sites, EPA/530/SW-168, U.S Environmental Association, Wash- ington DC.
140-Kodikara , J. (2000) “Analysis of Tension Development in Geoembranes Placed on Landfill Flopes,” Geotextiles and Geomembranes, vol 18.
141-Koerner, R.M., and D.E. Daniel (1992) “Better Cover – Ups,” Civil Engineering, vol. 62, no. 5.
142-McQuade, S.J., and A.D. Needham (October, 1999) “Geomembrane Liner Defects- Causes, Frequency, and Avoidance,” Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, United Kingdom.
143-Mulamoottil, G., E. A. McBean, and F. Rovers (1999) Constructed Wetlands for the Treatment of Landfill Leachates, Lewis Publishers , Boca Raton, FL.
144-Reinhart , D. (1996) “Full- Scale Experiences with Leachate Recirculating Landfills: Case Studies,” Waste Management & Research, vol. 14.
145-SCS Engineers, Inc . (1989a). Procedural Guidance Manual for sanitary Landfills: Volume I, Landfill Leachate Monitoring and Control Systems, California Waste Management Board, Sacramento, CA.
146-Stessel, R.I. W.M. Barrett, and X.Li (1998) “Comparison of the Effects of Testing Conditions and Chemical Exposure on Geomembranes Using the Comprehensive Testing System,” Journal of Applied Polymer Science, vol. 70.
147-SWPCB (1954) Report on the Investigation of Leaching of a Sanitary Landfill, California State Water Pollution Control Board, publication 10, Sacramento, CA.
148-SWRCB (1967) In-Situ Investigation of Movement of Cases Produced from Decomposing Refuse, Final Report , California State Water Resources Control Board, The Resource Agency, publication 35, Sacramento, CA.
149-Tchobanoglous, G.,F.L. Burton, and H.D. Stensel (2003) Wastewater Engineering . Treatment and Reuse, 4th ed., McGraw – Hill, New York, pp.1-1848.
150-Watts , K.,S., and J. A. Charles (October, 1999) “Settlement Characteristics of Landfill Wastes,” Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, United Kingdom.
151-World Wastes (1986) Equipment Catalog , Communication Channels , Inc. Atlanta, GA.