STORM-SEWER DESIGN SENSITIVITY ANALYSIS USING ILSD-2 MODEL

[1] AKAN AO, 1981, J HYDR ENG DIV-ASCE, V107, P479

[2] AKAN AO, 1984, 3RD P INT C URB STOR, P193

[3] BRANDSTETTER A, 1974, BNSA320 BATT PAC NW

[4] CHOW VT, 1976, EPA600276116 MUN ENV

[5] Cunge J.A., 1969, J HYDRAUL RES, V7, P205, DOI DOI 10.1080/00221686909500264

[6] HEEPS DP, 1974, J HYDR ENG DIV-ASCE, V100, P995

[7] HEEPS DP, 1973, 4 MON U RES REP

[8] KIBLER DF, 1982, WATER RESOURCES MONO, V7

[9] Papadakis C., 1972, J HYDRAULICS DIVISIO, V98, P1789

[10] PAPADAKIS CN, 1972, US EPA11024 DQU REP

[1] AKAN AO, 1981, J HYDR ENG DIV-ASCE, V107, P479

[2] AKAN AO, 1984, 3RD P INT C URB STOR, P193

[3] BRANDSTETTER A, 1974, BNSA320 BATT PAC NW

[4] CHOW VT, 1976, EPA600276116 MUN ENV

[5] Cunge J.A., 1969, J HYDRAUL RES, V7, P205, DOI DOI 10.1080/00221686909500264

[6] HEEPS DP, 1974, J HYDR ENG DIV-ASCE, V100, P995

[7] HEEPS DP, 1973, 4 MON U RES REP

[8] KIBLER DF, 1982, WATER RESOURCES MONO, V7

[9] Papadakis C., 1972, J HYDRAULICS DIVISIO, V98, P1789

[10] PAPADAKIS CN, 1972, US EPA11024 DQU REP