Chowdhary, Hemant(National Institute of Hydrology, 1994)
The computations of flood hydrographs have always been one of the major concerns of the water resources engineers and scientists. For the purpose of rainfall-runoff process simulation, mathematical ...
Singh, Sushil K.(National Institute of Hydrology, 1994)
The computer based models of rainfall runoff process are useful tools in short term management of water resources systems. The better management of these systems is possible by using short-term forecasts of streamflows. ...
Singh, Sushil K.(National Institute of Hydrology, 1994)
The reliability of ground water models (predictive model/ management model) is enhanced by rapid and reasonable identification of aquifer parameter. The important aquifer parameters are transmissivity, T and storage ...
Jain, S. K.; Goel, M. K.(National Institute of Hydrology, 1994)
In India, reservoirs are frequently constituted to serve multiple purposes like conservation and flood control. The reservoirs that serve both these conflicting purposes have to be operated carefully taking into ...
Ghosh, N. C.(National Institute of Hydrology, 1994)
One of the most common means for disposal of liquid effluents from municipal, industrial, agricultural and blowdown discharges from fossils or nuclear power plants is to discharge them into ...
Tyagi, Aditya(National Institute of Hydrology, 1994)
In the past two decades, many mathematical water quality models have been developed to simulate physical, chemical, and biological processes occurring in river water. Their possible ...
Mehrotra, R.(National Institute of Hydrology, 1994)
In several analysis we do come across a situation when a relationship between the basin or region average value of precipitation and individual station values of precipitation located ...
Rathore, D. S.(National Institute of Hydrology, 1994)
SCS curve number technique is used to obtain runoff volume from landuse/ cover, soil and rainfall data. The technique is applied to Temur catchment of Narmada basin. The catchment lies between ...
Shukla, M. K.(National Institute of Hydrology, 1994)
Urbanization which may be broadly defined as the process of expanding urban influence, has been taking place for more than 6000 years, its pace has increased markedly since the beginning of the ...
Most of the existing hydrological models are based on the assumption that the spring discharge is linearly proportional to the dynamic storage in the spring flow domain. The validity of such ...
Singh, Sushil K.(National Institute of Hydrology, 1994)
The study of stream-aquifer interaction is a prerequisite for conjunctive use management. Many numerical and analytical models for stream aquifer interaction have been developed in the past, ...
Mishra, G. C.(National Institute of Hydrology, 1994)
The exchange of flow between a stream and an aquifer can be estimated solving the differential equation governing the flow using either an analytical or a numerical method. Solution of ...
Kumar, C. P.(National Institute of Hydrology, 1994)
The earlier practice of planning surface irrigation without much consideration of ground water status has been often resulted in waterlogging and salinity problems in the command areas after a ...
Kumar, C. P.(National Institute of Hydrology, 1994)
The earlier practice of planning surface irrigation without much consideration of ground water status has been often resulted in waterlogging and salinity problems in the command areas after a time ...
Rao, S. V. N.(National Institute of Hydrology, 1994)
The catchments located in upper Himalayas have a significant part under permanent snow cover and Glaciers. Modelling runoff becomes difficult with almost no data from these parts. Even in the ...
Singh, R. D.; Kumar, Rakesh(National Institute of Hydrology, 1993)
In this report, flood frequency analysis has been carried out for Sub-Himalayan region using peak flood series data of ten small and medium size catchments varying in size from 6 sq. kms. ...
Mishra, S. K.; Seth, S. M.(National Institute of Hydrology, 1994)
The understanding of the flood wave propagation is primarily based on the popular St. Venant's equations. The non-linear nature of these equations resorts to using a numerical scheme for solving them. The Four Point ...
Mishra, G. C.(National Institute of Hydrology, 1993)
Regional dynamic ground water potential is evaluated from observed water table fluctuation and specific yield. There are different methods by which the specific yield in the zone of water ...
Springs are natural outlets through which the groundwater emerges at the ground surface as concentrated discharge from an aquifer. Discharge rate from a spring depends on precipitation and ...
Choudhary, Hemant(National Institute of Hydrology, 1993)
The computations of flood hydrographs have always been one of the major concerns of the water resources engineers and scientists. For the purpose of rainfall-runoff process simulation, mathematical ...