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Collection's Items (Sorted by Issue Date in Descending order): 101 to 120 of 240
PreviewIssue DateTitleAuthor(s)
1994TR(BR)-120 : Effect of water table depth on recharge due to rainfallKumar, C. P.
1994TR(BR)-123 : Modelling of spring flow in different geohydrological conditionsBhar, A.K.
1994TR(BR)-124 : Effect of urbanization on runoff hydrographShukla, M. K.
1994TR(BR)-125 : Runoff modelling using SCS methodRathore, D. S.
1994TR(BR)-129 : Development of flood control regulation policyJain, S. K.; Goel, M. K.
1994TR(BR)-127 : Uncertainty analysis of dissolved oxygen modelTyagi, Aditya
1994TR(BR)-130 : Identification of aquifer parameters in Narmada basinSingh, Sushil K.
1994TR(BR)-128 : Prediction of longitudinal dispersion coefficient for natural streamGhosh, N. C.
1994TR(BR)-126 : Development of disaggregation techniquesMehrotra, R.
1994TR(BR)-131 : Real time flow forecastingSingh, Sushil K.
1994TR(BR)-132 : Derivation of GIUH for small catchments of Upper Narmada and Tapi sub zone ( Subzone 3C part I)Chowdhary, Hemant
1994TR(BR)-133 : Regional flood frequency analysis for upper Narmada and Tapi sub zone 3CKumar, Rakesh; Singh, R. D.
1994TR(BR)-134 : Development of regional flood formula for Mahanadi Subzone (3D)Kumar, Rakesh; Singh, R. D.
1994TR(BR)-135 : Development of a weighing type rain gauge (WRG)Goyal, V. C.
1994TR(BR)-136 : Development of hydrological drought index based on reservoir levelAgarwal, Avinash
1994TR(BR)-137 : Development of model for simulation of flows of non-monsoon seasonPandey, R. P.
1993TR(BR)-107 : Effect of orography on precipitation distribution in the Chenab basinSingh, Pratap
1993TR(BR)-111 : Soil moisture simulation by improved numerical methodKumar, C. P.
1993TR(BR)-108 : Effects of errors in annual maximum peak floods on flood frequency estimatesSingh, R. D.; Kumar, Rakesh
1993TR(BR)-109 : Development of hydrological drought index based on dynamic ground water storageAgarwal, Avinash; Mishra, G. C.
Collection's Items (Sorted by Issue Date in Descending order): 101 to 120 of 240