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Browsing Technical Notes by Author "Mishra, G. C."

Browsing Technical Notes by Author "Mishra, G. C."

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  • Bhargava, D. N.; Chandra, Satish; Mishra, G. C. (National Institute of Hydrology, 1985)
    A mathematical model for seepage studies from two parallel canals has been developed and interference of two parallel canals is studied. One of the canals is situated on ...
  • Sikka, A. K.; Mishra, G. C. (National Institute of Hydrology, 1985)
    A number of drought indices have been developed in past. Most of these indices appear to be adhoc and consider either rainfall alone or take some account of soil water storage and loss of water from this storage ...
  • Mishra, G. C.; Chachadi, A. G. (National Institute of Hydrology, 1985)
    Walton has presented a relationship of transmissivity with specific capacity for wells having negligible storage. These graphs are used for estimation of transmissivity provided storage coefficient ...
  • Mishra, G. C. (National Institute of Hydrology, 1986)
    A mathematical ground water flow model has been developed to predict the exchange of flow between a partially penetrating river and a homogeneous infinite aquifer. The model considers the changes in river ...
  • Bhargava, D. N.; Chandra, Satish; Mishra, G. C. (National Institute of Hydrology, 1985)
    The evolution of water table due to recharge from a strip source has been analysed. The analysis has been extended to find the evolution of water table due to seepage from two parallel canals. It ...
  • Chachadi, A. G.; Mishra, G. C. (National Institute of Hydrology, 1985)
    Unsteady flow to a large-diameter well in a confined aquifer has been analysed by discrete kernel approach for the case where the pumping rate is a quadratic function of drawdown. The equation assumed to hold good between ...
  • Mishra, G. C.; Chachadi, A. G. (National Institute of Hydrology, 1983)
    Large-diameter wells are extensively used in many parts of the world. The cheapness and simplicity of construction and operation of these wells are often the main reasons for their use. Besides, large diameter wells ...
  • Kumar, C. P.; Mishra, G. C. (National Institute of Hydrology, 1988)
    Next to rainfall, evapotranspiration is the most important term in the water balance of catchment areas. The subject of evapotranspiration, which includes evaporation of water from land and water ...
  • Kamal; Deepti; Mishra, G. C. (National Institute of Hydrology, 1988)
    Considering the large number and variety of pollutants that may be released to the subsurface and the wide range of environmental situations (geological, hydrological, chemical. and biological) that may encounter, ...
  • Mishra, G. C.; Bhar, A. K. (National Institute of Hydrology, 1983)
    Interaction of depression storage and aquifer till recently was either neglected or taken as a residual of a water balance study. Understanding of the interaction of surface water body with the aquifer is ...
  • Mishra, G. C. (National Institute of Hydrology, 1984)
    Loss of water due to seepage from irrigation canals constitutes a substantial percentage of the total usable water. By the time the water reaches the field, it has been estimated that the seepage losses are of the ...
  • Mishra, G. C. (National Institute of Hydrology, 1984)
    A river comprising boundary of flow domain is often encountered in regional groundwater flow modelling. When a river fully penetrates an aquifer and has considerable stream discharge, the river ...
  • Mishra, G. C. (National Institute of Hydrology, 1984)
    Using discrete kernel technique, analytical solution has been obtained for unsteady flow to a well tapping any number of aquifers which are separated by aquicludes and have different initial hydraulic heads. ...
  • Chachadi, A. G.; Mishra, G. C. (National Institute of Hydrology, 1985)
    The duration of the pumping test is largely influenced by the discharge rate, radial distances of the observation points, aquifer parameters and boundary conditions. Plots have been presented for determining the time ...

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