Citation: Aa. Kassem et Mh. Chaudhry, COMPARISON OF COUPLED AND SEMICOUPLED NUMERICAL-MODELS FOR ALLUVIAL CHANNELS, Journal of hydraulic engineering, 124(8), 1998, pp. 794-802
Citation: Wf. Silvaaraya et Mh. Chaudhry, COMPUTATION OF ENERGY-DISSIPATION IN TRANSIENT FLOW - CLOSURE, Journal of hydraulic engineering, 124(5), 1998, pp. 559-560
Citation: Mr. Islam et Mh. Chaudhry, MODELING OF CONSTITUENT TRANSPORT IN UNSTEADY FLOWS IN PIPE NETWORKS, Journal of hydraulic engineering, 124(11), 1998, pp. 1115-1124
Citation: Sm. Hasany et Mh. Chaudhry, FIXATION OF CR(III) TRACES ONTO HARO RIVER SAND FROM ACIDIC SOLUTION, Journal of radioanalytical and nuclear chemistry, 230(1-2), 1998, pp. 11-15
Citation: W. Silvaaraya et Mh. Chaudhry, TRANSIENTS IN DISTRIBUTION NETWORKS - FIELD-TESTS AND DEMAND MODELS -DISCUSSION, Journal of hydraulic engineering, 123(5), 1997, pp. 473-473
Citation: Wf. Silvaaraya et Mh. Chaudhry, COMPUTATION OF ENERGY-DISSIPATION IN TRANSIENT FLOW, Journal of hydraulic engineering, 123(2), 1997, pp. 108-115
Citation: Mr. Islam et al., INVERSE MODELING OF CHLORINE CONCENTRATION IN PIPE NETWORKS UNDER DYNAMIC CONDITION, Journal of environmental engineering, 123(10), 1997, pp. 1033-1040
Citation: Mr. Islam et Mh. Chaudhry, NUMERICAL-SOLUTION OF TRANSPORT-EQUATION FOR APPLICATIONS IN ENVIRONMENTAL HYDRAULICS AND HYDROLOGY, Journal of hydrology, 191(1-4), 1997, pp. 106-121
Citation: As. Elansary et al., NUMERICAL AND EXPERIMENTAL INVESTIGATION OF TRANSIENT PIPE-FLOW, Journal of Hydraulic Research, 32(5), 1994, pp. 689-706
Citation: M. Younus et Mh. Chaudhry, A DEPTH-AVERAGED (K)OVER-CAP-(EPSILON)OVER-CAP TURBULENCE MODEL FOR THE COMPUTATION OF FREE-SURFACE FLOW, Journal of Hydraulic Research, 32(3), 1994, pp. 415-444