DISTRIBUTED CONVERGING OVERLAND FLOW MODEL .3. APPLICATION TO NATURAL WATERSHEDS

[1] CONTE SD, 1965, ELEMENTARY NUMERICAL

[2] HIMMELBLAU DM, 1972, APPLIED NONLINEAR PR, P158

[3] NONLINEAR SHALLOW FLUID FLOW OVER AN ISOLATED RIDGE [J]. COMMUNICATIONS ON PURE AND APPLIED MATHEMATICS, 1968, 21 (01) : 1 - &

[4] KIBLER DF, 1970, 39 COL STAT U HYDR P

[5] MITCHELL AR, 1969, COMPUTATIONAL METHOD

[6] PHILIP J. R., 1957, SOIL SCI, V84, P257, DOI 10.1097/00010694-195709000-00010

[7] AN AUTOMATIC METHOD FOR FINDING THE GREATEST OR LEAST VALUE OF A FUNCTION [J]. COMPUTER JOURNAL, 1960, 3 (03) : 175 - 184

[8] Singh V. P., 1975, WATER RESOUR B, V11, P505

[9] HYBRID FORMULATION OF KINEMATIC WAVE MODELS OF WATERSHED RUNOFF [J]. JOURNAL OF HYDROLOGY, 1975, 27 (1-2) : 33 - 50

[10] LABORATORY INVESTIGATION OF SURFACE RUNOFF [J]. JOURNAL OF HYDROLOGY, 1975, 25 (3-4) : 187 - 200

[1] CONTE SD, 1965, ELEMENTARY NUMERICAL

[2] HIMMELBLAU DM, 1972, APPLIED NONLINEAR PR, P158

[3] NONLINEAR SHALLOW FLUID FLOW OVER AN ISOLATED RIDGE [J]. COMMUNICATIONS ON PURE AND APPLIED MATHEMATICS, 1968, 21 (01) : 1 - &

[4] KIBLER DF, 1970, 39 COL STAT U HYDR P

[5] MITCHELL AR, 1969, COMPUTATIONAL METHOD

[6] PHILIP J. R., 1957, SOIL SCI, V84, P257, DOI 10.1097/00010694-195709000-00010

[7] AN AUTOMATIC METHOD FOR FINDING THE GREATEST OR LEAST VALUE OF A FUNCTION [J]. COMPUTER JOURNAL, 1960, 3 (03) : 175 - 184

[8] Singh V. P., 1975, WATER RESOUR B, V11, P505

[9] HYBRID FORMULATION OF KINEMATIC WAVE MODELS OF WATERSHED RUNOFF [J]. JOURNAL OF HYDROLOGY, 1975, 27 (1-2) : 33 - 50

[10] LABORATORY INVESTIGATION OF SURFACE RUNOFF [J]. JOURNAL OF HYDROLOGY, 1975, 25 (3-4) : 187 - 200