کاربرد مدل‌های یک و دو‌بعدی جریان سطحی و نفوذ برای حوضه آبریز دره مارون استان فارس

منابعمورداستفاده

آقایی دانشور ف، 1386. تخمین مقدار بده جریان سطحی و بار رسوب با دو مدل SWAT و KINEROS2 در حوضه آبریز بافت و چشمه عروس کرمان و ارائه مدل عددی حل معادلات هیدرودینامیکی جریان و نفوذ در حوضه آبریز دره مارون فارس. پایان­نامه کارشناسی ارشد سازه­های آبی، دانشکده کشاورزی بخش مهندسی آبیاری دانشگاه شهید باهنر کرمان.

بی نام، 1381. خلاصه­ای از گزارش ارزیابی سیمای حوضه آبخیز رودخانه خشک شیراز. اداره ارزیابی و اطلاعات جغرافیایی، وزارت جهاد کشاورزی، سازمان جهاد کشاورزی و مدیریت آبخیزداری، فارس.

طیبی­پور ف، 1385. گزارش آماری حوضه معرف پسکوهک سال آبی 84 - 1383. دفتر آب­های سطحی معاونت مطالعات منابع آب، شرکت سهامی آب منطقه­ای، فارس.

Abbott MB and Fang CS, 1967. On the numerical computation of nearly horizontal flows. Journal of Hydraulic Research 5(2): 97-117.

Akan AO and Houghtalen RJ, 2003. Urban Hydrology, Hydraulics, Storm Water Quality Engineering Applications and Computer Modeling. John Wiley & sons INC.

Amein M and Fang CS, 1970. Implicit flood routing in natural channels. Journal of the Hydraulics Division (ASCE) 96(12): 2481-2500.

Chaudhry YM and Contractor DN, 1973. Application of the implicit method to surges in open channels: Water Resources Research 9(6): 1605-1612.

Chow VT, 1964. Handbook of Applied Hydrology. McGraw-Hill Book Co, New York.

Chow VT and Ben-Zvi A, 1973. Hydrodynamic modeling of two-dimensional watershed flow. Journal of Hydraulics Division ASCE 99(11): 2023-2039.

Govindaraju RS, Jones SE and Kavvas ML, 1988. On the diffusion wave model for overland flow 1. Solution for steep slopes. Water Resources Research 24(5): 734-744.

Hantush MM, Kalin L, 2003. Modeling uncertainty of runoff and sediment yield using a distributed hydrologic model. Pp. 325-331. 1st Interagency Conference on Research in the Watersheds (ICRW).

Henderson FM and Wooding RA, 1964. Overland flow and ground-water flow from a steady rainfall of finite duration. Geophysical Research 69(8): 1531-1540.

Kawahara M and Yokoyama T, 1980. Finite element method for direct runoff flow. Journal of Hydraulic Engineering 106 (4): 519-534.

Liggett JA and Cunge JA, 1975. Numerical methods of solution of the unsteady flow equations. Pp. 89-180. In: Mahmood K and YevjevichV (eds) Unsteady Flow in Open Channels. Water Resources Publications, Fort Collins, Colorado, USA.

Morris EM, 1979. The effect of the small slope approximation and lower boundary conditions on solutions of the Saint-Venant equations. Journal of Hydrology 40: 31-47.

Morris EM and Woolhiser DA, 1980. Unsteady one-dimensional flow over a plane: partial equilibrium and recession hydrographs. Water Resources Research 16(2): 355-360.

Moussa R and Boequillon C, 2001. Fractional step method solution of diffusive wave equation. Journal of Hydrologic Engineering 6(1): 11-19.

Nash JE and Suttclifle TE, 1970. River flow forecasting through conceptual models part I, a discussion of principles. Journal of Hydrology 10(3): 282-290.

Parlange JY, Lise I, Braddock RD and Smith RE, 1982. The three parameter infiltration equation. Soil Science 133(6): 337-341.

Ponce VM, Simons DB, and Li RM, 1978a. Applicability of kinematic and diffusion models. Journal of Hydraulics Division ASCE 104(3): 353–360.

Ponce VM, Simons DB, and Indlekofer H, 1978b. Convergence of four-point implicit water wave models. Journal of the Hydraulics Division (ASCE) 104(7): 947–958.

Price RK. 1974. Compression of four numerical methods for flood routing. Journal of the Hydraulics Division (ASCE) 100(7): 879-899.

Rawls WJ, Brakensiek DL and Saxton KE, 1982. Estimation of soil water properties. Transactions of the American Society of Agricultural Engineers 25(5): 1316-1328.

Rawls, WJ and Brakensiek DL, 1982. Estimating soil water retention from soil properties. Journal of Irrigation and Drainage engineering 108(2): 166-171.

Semmens DJ, Goodrich DC, Unkrich CL and Smith RE, 2004. KINEROS 2 Modeling Framework. Agricultural Research Service ARS, U.S. Dept. of Agriculture, Tucson, Ariz.

Smith RE and Goodrich DC, 2000. Model for rainfall excess patterns on randomly heterogeneous areas. Journal of Hydrologic Engineering 5(4): 355-362.

Tayfur G, Kavvas ML, Govindaraju RS, and StormDE, 1993. Applicability of st-venant equations for two-dimensional overland flows over rough infiltrating surfaces. Journal of Hydraulic Engineering 119(1): 51-63.

Tayfur G and Singh VP, 2004. Numerical model for sediment transport over nonplanar, nonhomogeneous surfaces. Journal of Hydrologic Engineering 9(1): 35-42.

Woolhiser DA and Liggett JA, 1967. Unsteady, one-dimensional flow over a plane the rising hydrograph. Water Resources Research 3(3): 753-763.

Zhang W and Cundy TW, 1989. Modeling of two-dimensional overland flow. Water Resources Research 25(9): 2019-2035.