2 Robert L R.Solution of advection dispersion equation, continues load of first duration. J Environ Eng, 1996:830-831
[2]
5 Falconer R A.Water Quality modeling. Institute of Water and Environmental Management, 1996, UK
[3]
9 Lohani B N, Chuang M S. Water Classification in the Tanshui River Basin in Taiwan. Water ResourcesDevelopment, 1987, 3(3):154-164
[4]
11 South West Project of Hanjiang River, Nanjing Institute of Hydrology, China
[5]
13 Nelson L N. Stream, lake, estuary, and ocean pollution. Environmental Engineering Series, 2nd Ed. Van Nost rand Renhold, NY,1985
[6]
1 Streeter H W, Phillips E B. A study of pollution and natural purification of Ohio River. Publ Health Bulletin, 1925, Wash No 146
[7]
3 Andreja D, Jana Z.K.Water quality modeling of River Sava, Slovenia. Wat Res, 1996, 30(11):2587-2592
[8]
4 Brown L C, Barnwell J O Jr.The enhances stream water quality model QUAL2E andQUAL2E-UNCAS Documentation and user manual,1987 USEPA/600/3-87/007
[9]
6 Zaheer I. Environmental Impact Assessment, Implementation and Improvement-A Case Study. CEWRE, 1994, (2), 34-39
[10]
7 Cunge J A, Holly F M.Practical aspect of computational river hydraulics. In:Ellis K V ed. Surface water pollution and its control.London:Pitmann Advances Publication, 1989
[11]
8 Horton R K.An index number system for rating waters quality. Journal of Water Pol Control, 1965, 37 (3)
[12]
10 Zhao D H.Finite volume of two-dimensional unsteady flow model for rivers basin.J of Hydraulic Engineering, 1994, 120(7), ASCE
[13]
12 Churchill M A, Buckingham R.A Statistical method for analysis of stream purification capacity. Sew Ind Wastes, 1956, 28(4):517-537
