DAFTAR PUSTAKA. Agenda 21 Indonesia, Strategi Nasional untuk Pembangunan Berkelanjutan Kantor Mentri Negara Lingkungan Hidup

128

DAFTAR PUSTAKA

Agenda 21 Indonesia, 1997. Strategi Nasional untuk Pembangunan Berkelanjutan Kantor Mentri Negara Lingkungan Hidup. Aguado.,E.,N. dan Remson I. 1974. Groundwater hydraulic in aquifer menegement, J. Hidral. Div, Am, Soc, Civ, Eng. HYI-100: 103-118. Aguado.,E.,N.Remson I. 1980. Groundwater management with fixed charges. J, Water Resour Planning Manager, Div, Am, Soc, Civ, Eng. WR2-106:375-382. Aguado.,E.,N. dan Remson I. Pikul MF, Thomas, WA, 174. Optimal pumping for aquiferdewatering J. Hydraul, Div, Am, Soc, Civ, Eng. HY7-100: 860-877 Aguado.,E.,N. dan Remson I, 1977. Sensitivity analysis in aquifer studies, Water Resour, Res 13(4). 733-738, 1974 Allan Astorga, Andreas Mende, dan Detlev Neumann (2006), Strategi for Groundwater Management Indeveloping Countries : A Case Study in Northen Costa Rica, 109-110, Journal of Hydrology, journal homepage : www.elsevier.com/locate/jhydrol. Allan, Calow, 2001. Perspectives on Groundwater Management www.elsevier.com/locate/eiar Alley.W M, Aguado E, dan Remson I, 1976. Aquifer management under tansient and steady state coditions, Water Resources. Bull. 12: 963-972 Alley, William M., Thomas E. Reilly, and O. Lehn Frank. 1999a. Sustainability of ground-water resources. U.S. Geological Survey Circular 1186. 7 p. Almasri ,2007. Nitrate Contamintaion of Groundwater : A conseptual management Framework environtmental Assessment Reviewww.elsevier.com/locate/eiar. Almasri MN, Kaluarachchi JJ. Multi-criteria decision analysis for the optimal management of nitrate contamination of aquifers. J Environ Manag 2005b;74:365–81. Amlan Das dan Bitthin D, 2001. Aplication of Optimization Techniques Groundwater Quantity and Quality Management. Andricevic R, 1990. A real-time Approach to Management and Monitoring of Groundwater Hydrolics. . Water Resour. Res. 26: 2747-2755.

Universitas Sumatera Utara

129

Andricevic R , Kitanidis P K, 1990. Optimasitation of the Pumping Schedule in Aquifer Remediation Under Uncertainty. Water Resour. Res. 26: 875-885 Andricevic, R., dan Cvetkovic, V., 1996. Evaluation of risk from contaminants migrating by groundwater. Water Resoururces Research 32, 11–622. Anonim. 2002. Rangkuman Sidang Ketiga untuk Konferensi Tingkat Tinggi Pembangunan Berkelanjutan (Serial Online http://www.baliprepcom.org/id/data/article 020516174151doc. Anonim. 2009. Undang-Undang No 32 Tahun 2009 tentang Perlindungan dan Pengelolaan Lingkungan Hidup (Serial Online). http://akhdian.net/2009/10/17/download-undangundang-Lingkungan -hidup-no-32-tahun-2009

Asdak, C. 2004. Hidrologi dan Pengelolaan Daerah Aliran Sungai. Cetakan ketiga. Gadjah Mada University Press. Yogyakarta. Astorga, 2006. A. Strategi for Groundwater Management Indeveloping Countries, Journal of Hydrology, journal homepage www.elsevier.com/locate/jhydrol. Babel MS, Gupta AD, Domingo NDS. 2006. Land Subsidence: A Consequence of Groundwater Over-Exploitation in Bangkok, Thailand. International Review for Environmental Strategies Vol. 6 No. 2.

Bear J. dan A. Verrujit. 1987. Modeling Groundwater Flow and Pollution, Kluwer Academic Publishers, Hingham Massachusetts. Bear J. Milovan S B, Randall R.R, 1992. Gound Water Issue Fundamental of GroundWater Modeling, Environtmental Protection Agency (EPA), Ada, Oklahoma. Burt, OR. 1967. Temporal allocation of groundwater, Water Resour, Res. 3: 45-56 Cameron, Clark, Andidjunuddin, 1982 Peta Geologi Lembar Medan, Skala 1:250.000. Casey, D., P. N. Nemetz dan D. H. Uyeno. 1983. Sampling Frequency For Water Monitoring : Measures of Effectiveness. Water Resources Research 19 (5): 22-41. Casey B., Peter Rogers, Upmanu Lall. Deman Management of Ground Water with Masoon Forecasting. Agricultural System, www.elsevier.com/locate/agsy. Chang L.C, Shoemaker C A, Liu PLF, 1992. Optrimal time-varying pumping rates for Groundwater Remediation: application of constrained optimal control algorithm. Water Resour. Res. 28:3157-3173 Management. [email protected]; [email protected] Chung, F.I.; Archer, M.C.; De Vries, J.J. (1989). Network flow algorithma applied to California Aqueduct Simulation. Journal of Water Resources Planning and Management. v.115, no.2


130

Dagan

G. Models of groundwater flowin statistically formations.Water Resour. Res. 1979;15(4):47–63.

homogeneous

porous

Das Amlan dan Datta, 2001.Application of Optimisation in Grounwater Quantity and Quality [email protected]; 105-106, 293-295. [email protected]. Das Amlan dan Datta, 2001. Application of Optimisation Techniques in Groundwater Management.,.293-295 & 303-306. [email protected]; [email protected] Datta B, 2004. Collection of Groundwater and Pollutants, div, Am Soc.Civ. Eng. 122: 180-188. Datta B, dan Harikrishna.V., 2004. Optimization Aplications in Water Resources System Engineering, div, Am Soc.Civ. Eng. 122: 57-62 Deksissa T, Meirlaen J, Ashton. P.T., and Vanrolleghiem, P.A. : 2004, Simplifying dynamic River quality modeling: A case study inorganik nitrogen dynamics in the Crocodile river (SouthAfrica), Water, Air and Soil Pollution, 155, 303-320 Demetriou,C. dan Punthakey,J.F,1998. Evaluation Sustanaible Groundwater Management Options Using the MIKE SHE Intergrated Hydrogeological Modelling Packege, Center for Resources Departement of Land an Water Conservation Australia, Elseivier Environtmental Modelling and Software. Deninger RA, 1970. Systems analisys of water supply systems, Water Resour, Bull 6: 573-579 Edirisinghe, N., dan W. Ziemba. 1996. Implementing bounds-based approximations in convex-concave two stage stochastic programming. Math. Programming 78(2) 314-340. Edirisinghe, N. 1999. Bounds-based approximations programming. Ann. Oper. Res. 85 103-127.

in

multistage

stochastic

Fauendorfer, K. 1996. Barycantric sceanario trees in convex multistage stochastic programming. Math. Programming B 75, 277-293. Fauendorfer, K., dan P. Kall. 1988. A solution method for SLP recourse problems with arbitrary multivariate distributions-the independent case. Problems Control Inform. Theory 17, 177-205. Flores E Z, dan Gutjar, A.L,Gelhar L W, 1975ª Stochastic Model of the Operation of A stream-Aquifer System.Water Resour. Res. 14:30-38. Ford, A. 1999. Modeling of Environment : An Introduction to System Dynamics Models of Environmental System. Island Press, California.


131

Freeze, R. Allan dan Chery, John A., 1979. Groundwater. Prentice-Hall, Inc,.Englewood Cliffs, New Jersey. P. 14 Girsang, R dan Siddik, M, 1992, Potensi Pertambangan dan Energi Kota Medan, Kanwil Departemen Pertambangan dan Energi Propinsi Sumatera Utara. Goldenberg, L. C., dan M. Magaritz and S. Mandel. 1983. Experimental investigation o Inirreversible Changes of Hydraulic Conductivity on the Seawater-Freshwater Interface in Coastal Aquifers. Water Resources Research 19 (1) : 225-242. Gorelick, S.M. (1980). A Model fo Managing Sources of Groundwater Pollution, Water Resour Res. 18 (4) , pp.773-781. Gorelick dan Remson., (1982a). A Review of Distributed Parameter Groundwater Management Models. Water Resources Research. v.19, n.2, pp.305-319 Gorelick, S.M.(1988). A Review of Groundwater Management Models. in O’Mara, G.T. (Editor). Efficiency in Irrigation, the conjunctive use of surface and ground water resources. World Bank Guang, Li, dan Liao, Fa-Ni, 2004. Stochastic Modelling of Complex Nonstationary Groundwater Systems. www.elsevier.com/locate/advwaters Gu, R. and Dong, M.: 1998, Water quality modelling in the watershed-based approach for wasteload allocations, Wat. Sci. Tech. 38(10), 165–172.

Hantush M M S, dan Marino M A, 1989.Chance-Constrained Model for Management of a Stream-Aquifer System. J. Water Resour. Plannning Manager. Div, Am Soc. Civ. Eng. 115: 259-277. Hardjasoemantri, K. 2000. Hukum Tata Lingkungan.Edisi ketujuh Cetakan kelima belas. Gadjah Mada University Press.

Henriksen, Rasmussen, Bradt, Bulow van, 2006. Public Participation Modelling Using Bayesian Network in Management of Groundwater Contamination. www.elsevier.com/locate/envsof Hillman, P. 1986. Pemboran Air Tanah Serta Dampak yang di timbulkan di Kota Medan, Propinsi Sumatera Utara, 15-30 Huang, G.H.; dan Loucks, D.P. (2000). A InexactTtwo-stage Stochastic Programming Model for Water Resources Management Under Uncertainty. Civil Engineering and Environmental Systems. v.17, p.95-118


132

Huang, Li, Nie, 2005. An Interval-Parameter Multi-stage Stochastic Programing Model for Water Resources Management Under Uncertainty. www. elsevier. com/locate/advwalters.110-111 Jacob Bear, Milovan S.,Beijin, and Randali R., Ross., 1992. Ground Water Issue, Fudamentals of Ground-Water Modelling, EPA. Oklahoma. James Mc. Phee, William W, Yeh G, Asce Hon.M. 2004. Multiobjective Optimazion for Sustainable Groundwater Management in Semiarid Regions., Jornal of waters resources planning and menegement@asce. Javandel I., dan Tsang, 1986. Groundwater Tansport Handbook of Mathematical Models AGU Wate Resources Momograph 10, Ameican Geopohysical Union, Washington, D.C.. Jianbing Li, Gordon, Huang,H, Zeng, Imran, Huang Yuefei. 2006. An Intergrated Fuzzystochastic Modelling Approach for Assessment of Groundwater Contamination, , www.elsevier.com/locate/jnvman. (Kantor Menteri Negara Lingkungan Hidup, 1997. Agenda 21 Indonesia, Strategi Nasional untuk Pembangunan Berkelanjutan, Kantor Menteri Negara Lingkungan Hidup, Jakarta).www.http://geo.ugm.ac.id Kaunas, JR, dan Haimes YY, 1985. Risk management on goundwater contamination in a multi objective framework, Water Resour.Res. 21:1721-1730 Kataoka,. Y. 2006.Towards Sustainable Groundwater Management in Asian CitiesLessons from Osaka International Revie Strategies, vol 6. No. 2. Institute for Global Environmental Strategies, Hayama, Kanagawa, Japan., 269-270. Kendall, B.E et al.1999. Why do populations cycle

A Synthesis of Statistical and

MechanisticModeling Approaches The Ecological Society of America.Vol 80 No 6 Kodoatie, R.J. 1996. Pengantar Hidrogeologi, Penerbit Andi Jogyakarta, hal 246-248 Kodoatie, .J. dan Basuki, M. 2004. Kajian Undang-Undang Sumber Daya Air. Penerbit ANDI.Yogyakarta. Lee, J.G.; Lacewell, R.D.(1990). Farm Program Impacts on an Exhaustible Ground water Supply: An analysis of the Texas Southern High Plains. Water Resource Research.v.26, n.3, p.361-368. Lefkoff I. J. Goelick SM, 1996. Design dan cost analysis of apid aquifer estoration systems using flow simuation and quadratic programming , Ground Water24: 777-790.


133

Li.JB.,Huang.G.H., Zeng, Maqsood, Huang Yuefei., 2006.An Intergrated FuzzyStochastic Modeling Approach for Risk Assessment of Groundwater Contamination. Journal of Environtmental Management www.eisevier.com/locate/jnvnan Li, Y.P., Huang, G.H., 2006. An Inexact Two-stage Mixed Integer Linear Programming Method for Solid Waste Management in The City of Regina. Journal of Environmental Management 81, 188–209. Li, Y.P., Huang, G.H., Nie, S.L., Nie, X.H., Maqsood, I., 2006a. An interval-Parameter Two-stage Stochastic Integer Programming Model for Environmental Systems Planning Under Uncertainty. Engineering Optimization 38 (4), 461–483. Li, Y.P., Huang, G.H., Nie, S.L., 2006b. An Interval-parameter Multistage Stochastic Programming Model for Water resources Management Under Uncertainty. Advances in Water Resources 29, 776–789. Li.Y.P.,Huang.G.H.Nie, S.L.,Liu.L., 2007.Inexat Multistage Stochastic Integer Programing for Water Resources Management under Uncertainty. Journal of Environmental Management www.eisevier.com/locate/jnvnan Lund, J.R. (1995). Derived Estimation of Willingness to Pay to Avoid Probabilistic Shortage. Water Resources Research. v.31, n.5, p.1367-1372 Maddock T 1972a. Algebraic technological function from a simulation model. Water Resour, Res. 8: 129-134. Maddock T 1972b. Agroundwater planning model : A basis fo data collection network Presented at the Int Symp, on. Uncertaintes in Hydrologic and Water Resources System. Mawengkang, H. 2006. Modeling Decision Problem under Uncertainty, Proceedings IMTGT Int. Conference, Medan. Mawengkang, H. 2008. Algoritme Pembentukan SkenarioProgram Stokastik Tak Linier Tahap Ganda, Proceedings IMTGT Int. Conference, Medan. Marino, M.A.(2001). Conjunctive Management of surfacve and groundwater. IN: Schuman, A.H (Editor). Regional Management of Water Resources. IAHS publication n.268, International Association of Hydrological Sciences, Wallingford, Mende, et al., 2007.Strategy for Grounwater Management in Developing Countries : A Case Study in Northern Costa Rica, Journal of Hydrology, www.elsevier.com/locate/jhydrol.

Meijerink. 1970. Photo Interpretation in Hydrology. A Geomorphologycal Approach. ITC, Delf.


134

Molz. F J, dan Bell I. C, 1977. Head gradient contol in aquifes used fo fluid storage, Water Resour, Res. 13:795-798. Morgan D R, Eheart, J W, Valocchi A J, 1993. Aquifer Remediation Design Under Uncertainty Using a New Chance Constrained Programming Technique. Water Resour. Res. 29:551-561. Morris, B. L., Lawrence, A. R., and Stuart, M. E., 1994, The Impact of Urbanisation on Groundwater Quality, Technical Report WC/94/56, British Geological Survey, Nottingham. Muhammadi, E., Aminullah dan B. Soesilo. 2001. Analisis Sistem Dinamis : Lingkungan Hidup, Sosial Ekonomi, Manajemen. UMP Press, Jakarta Ni dan Li,., 2006. Modeling Grounwater Velocity Uncertainly in Nonstationary Composite Porous Media. Journal of Environmental Management homepage: www.eisevier.com/locate/advwastres. Nurgiyantoro, B, Gunawan dan Marzuki. 2004. Statistik Terapan. Untuk Penelitian Ilmuilmu Sosial. Gadjah Mada University Press.Cetakan ketiga (revisi). Olsen, P. 1976. Discretizations of multistage stochastic programming. Math. Programming Stud. 6, 111-124. Papadopoulou et al (2006), Flexible Time Optimization Methodology for The Solution of Grounwater Menagement Problems, pp. 770-772. European Journal of Operation Research.www.elservier.com/locate/ejor Polo, J. F dan J. R. Ramis. 1983. Simulation of Salt Water-fresh Water interface Motion Water Resources Research 19 (1) : 911-931. Priana Sudjono. 2007 Journal of System Interrelationship Model, Knowledge Representation, Object Oriented Programming Groundwater Conservation form JBPTBPP/2007-02-14 18:47:20. Oleh Priana Sudjono, Departemen of Environmental Engineering, ITB. Purnama, S. 2002. Hasil Aman Eksploitasi Air Tanah di Kota Semarang, Propinsi Jawa Tengah.Majalah Geografi Indonesia 16 (2) : 77-85. ……, 2001 Peraturan Pemerintah Republik Indonesia Nomor 86, tentang Pengelolaan dan Pengendalian Pencemaran Air ……., 2008. Peraturan Pemerintah Repblik Indnesia Nomor 43 tahun 2008 tentang Air tanah Randolph J, 2004, Environtmental Land Use Planning and Management, Island Press, p 36-52.


135

Rachmat Fajar Lubis, Air Sebagai Parameter Kendali dalam Tata Ruang, Graduate School of Science and Technology, Chiba University, Japan, 2006 Ranjithan S, Eheart J W, Garrett Jr J H, 1993. Neural Network-based Screening for Groundwater Reclamation Under Uncertainty. Water Resour. Res.29: 563-574 Remson dan Gorelick., (1980). Sensitivitas Analyisis of Optimal Groundwater Contaminat Capture curves: spatial variability and robust solutions. In proceedings, NWWA Conferences Solving Groundwater Problems with Models (Dumblin, OH: Natipnal Water Association) pp 133-146. RI (Republik Indonesia). 2008. Undang-Undang Republik Indonesia Nomor 7 Tahun 2004 Tentang Sumber Daya Air, Pemerintah Republik Indonesia, Jakarta. RI (Republik Indonesia). 2009. Undang-Undang Nomor 32 Tahun 2009 Tentang Pelindungan dan Pengelolaan LIngkungan Hidup, Pemerintah Republik RI (Republik Indonesia). 2008. Peraturan Pemerintah Nomor 43 Tahun 2008 Tentang Air Tanah, Pemerintah Republik Indonesia, Jakarta. Peraturan Menteri Kesehatan Republik Indonesia No. 492/MENKES/PER/IV/2010) tentang persyaratan kualitas air minum RI (Republik Indonesia). 2008. Keputusan Presiden Nomor 26 Tahun 2011 Tentang Penetapan Cekungan Air Tanah , Pemerintah Republik Indonesia, Jakarta. Rockafellar, R.T., and R.J-B. Wets. 1991. Scenarios and Policy Aggregation in Optimization under Uncertainty. Math.Oper.Res. 16, 119-147 Rockafellar, R. T. 1999. Duality and optimality in multistage stochastic programming. Ann. Oper. Res. 85, 1-19. Saad O.M, B.M.A. Hassan and I.M. Hizam, 2011. Optumizing the Underground Water Confined Steady flow using a Fuzzy Approach, Affiican Journal of Mathematics and Computer Sciense Research, vol 4 (11). pp. 350-356. Sarah P.Hollinshead, Lund Jay R., 2002. Optimization of Environtmental Water Purchases with Uncertainty, In press, Water Resources Research. Columbia University School of Law, Departemen of Civil and Environmental Engineering, University of California, Davia Shu-Guang Li, Hua-Sheng Liao, Chucn Fa-Ni. Stochastik Modeling of Complex non sttionary Groundwater System, www.elservier.com/locate/advwtrcs Siregar, Doli D. 2004. Manajemen Aset Strategi Penataan Konsep Pembangunan Berkelanjutan Secara Nasional Dalam Konteks Kepala Daerah Sebagai CEO’s pada Era Globalisasi & Otonomi Daerah. Gramedia Pustaka Utama. Jakarta Soedijono, B. 1995. Model Matematika. Program Pascasarjana UGM, Yogyakarta. Soemarto, C.D., 1999, Hidrologi Teknik Edisi 2, Erlangga, Jakarta.


136

Soerjani, M, Ahmad, dan Munir, R. 1987. Lingkungan Sumber Daya Alam dan

Kependudukan dalam Pembangunan. Penerbit Universitas Indonesia. UI Press. Jakarta Sugandhy, dan Aca, Rustam Hakim, 2007, Prinsip Dasar Kebijakan Pembangunan Berkelanjutan Berwawasan Lingkungan, Cet. I, Bumi Aksara, Jakarta. Subramanya, K. (1984). Engineering Hydrology. Tata McGraw Hill Publishing Company Limited. New Delhi Sukardi, 1984. Air Tanah dan Keterdapatan, Pengembangan, dan Pengelolaannya, Bandung Suripin, 2002. Pelestarian Sumbedaya Tanah dan Air, Yogyakarta, Andi Offset, hal. 142. Taylor, 1994. A First Course In Stochastic Processes, Academic Press. Inc., Tiedeman G, Gorelick S M 1993 Analysis of Uncertainty in Optimal Groundwater Conyaminant Capture Design. Wate rosour. 29: 2139-2153 Tyson, J. M., dan Guarino, C. F., Best, H. J. and Tanaka, K.: 1993, Management and institutional aspects, Wat. Sci. Tech. 27(12), 159–172.

Todd, D.K. 1995. Groundwater Hydrology. second edition.Singapore: John Wiley & Sons. Tung YK. 1986, Goundwate management by chance –constrained model. J. Water Resour Planning Manage, Div., Am. Civ. Eng. 112: 1-19 United Nations Division for Sustainable Development. Documents: Sustainable Development Issues Retrieved: 2007-05-12 Usmar, dkk., 2006. Tinjauan Hidrologi Laporan Tugas Akhir Pemanfaatan Air Tanah Untuk Memenuhi Air Irigasi Di Kabupaten Kudus Jawa Tengah Va der Heijde,P.K.M. et al 1985. Groundwater Management The Use of Nummerical Models. 2nd edition, AGU Water Resources Monograph No. 5, Washington, D.C. Wagner B J, Gorelick.S M, 1987. Optimal Groundwater Quality Management Under Parameter Uncertainty, Water Resour, Res 23: 1162-1174. Wagner J M, , 1988. Stochastic Programming with Recourse Applied to Groundwater Quality Management.Massachusetts Institute of Technology. Res. 25:2210-2225. Wagner J M, Gorelick S M, 1992. Reliable Aquifer Remediation in the Presence of Spatially Variable Hydroulich Conductivity : From data to design. Water resour. Res. 25:2210-2225.


137

Wagner, J.M., Shamir, U., Nemati, H.R., 1992. Groundwater quality management under uncertainty: stochastic programming approache sand the value of information. Water Resources Research 28, 1233–1246. West Java EPA. 2006. Analysis final report Groundwater management, Bandung (unpublished). Winardi. 1999. Pengantar Tentang Teori Sistem dan Analisis Sistem. Mandar Maju, Bandung. Whiffen G J, Shoemaker C A 1993 nonlinear weighted feedback control of groundwater remediation under uncertainty. Water resour. Res. 29:3277-3298 Willis R, 1976a. Optimal groundwater quality management: Well injection of waste water, water resour, Res. 12: 47-53. Willis R, 1976b. Optimal groundwater resource management using the response equation method, in Finite elements in water resources. Willis R, 1979. A planing model for the management of groundwater quality Water resour. Res. 15:1305-1312. Willis R, Liu P, 1984. Optimitation for groundwater planning, J. Water Resour, Planning Manage, Div, Am, Soc, Civ, Eng. 110: 333-347. Willis R, Newman BA, 1977. Management model for groundwater development, J. Water Resour. Planning Manage, Div, Am, Soc, Civ, Eng. 103: 159-171 Wright, S. E. 1994. Primal-dual aggregation and disaggregation for stochastic linear programs. Math. Oper. Res. 19, 893-908. Yeh, W. W. G. (1986). “Review of parameter-identification procedures in groundwater hydrology The inverse problem.” Water Resour. Res.,22(2), 95–108. Zulkarnaini,dan Priana Sudjono, 2006. System Interrelationship Model As Basis For Computer Programming On Groundwater Conservation In Semarang 1) email : [email protected], [email protected] Zbigniew N , Hans F. Ravn. 2000. A review of mathematical models in economic environmental problems. System Research Institute, Polish Academy of sciences, Newelska 6 E-mail:[email protected]. Zhang YK, Zhang D. Forum: The state of stochastic hydrology. Stoch Environ Res Risk Assess 2004;18(4):265. Zhang,X.H, Zang H.W,Chen.B,Guo.H.C,Chen,G.O, Zhao,B.A. 2007. An Inexactstochastic Dual Water Supply Programming Model. Article in press. www.elsevier.com/locate/cnsns


DAFTAR PUSTAKA. Agenda 21 Indonesia, Strategi Nasional untuk Pembangunan Berkelanjutan Kantor Mentri Negara Lingkungan Hidup

Recommend Documents