Technical Notes: Recent submissions

  • Lohani, Vinay K. (National Institute of Hydrology, 1985)
    The present report describes a concept involving management of natural resources of the watershed including land, water, flora and fauna for their sustained yields. The extent of watershed resources and the problems ...
  • Singh, Sushil K.; Seethapathi, P. V. (National Institute of Hydrology, 1986)
    Water balance study means the book keeping of water of a region/basin in relation to the components of entire hydrologic cycle or part of it, done over a specified period. It is an effective tool ...
  • 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 ...
  • Karawade, Deepa (National Institute of Hydrology, 1985)
    FORTRAN is now used on all major computer systems. Major versions in vogue are FORTRAN, FORTRAN II and FORTRAN IV. Each new version made a few changes in the basic instruction ...
  • 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 ...
  • Seethapathi, P. V. (National Institute of Hydrology, 1985)
    The formulation of strategy for the optimal management of groundwater demands a knowledge of the relationship between the pump ages in the wells to the drawdowns in the aquifers both in spatial ...
  • Seethapathi, P. V. (National Institute of Hydrology, 1984)
    Over the past two decades ground water has become topic of discussion and investigation and as a result the knowledge and understanding of ground water conditions have radically improved. ...
  • Ramasastri, K. S.; Seth, S. M. (National Institute of Hydrology, 1984)
    Estimation of 'Design Flood is a first and vital step in the design process for a large range of water resources development works. The design flood is generally derived from the design storm ...
  • Lohani, Vinay K.; Seethapathi, P. V. (National Institute of Hydrology, 1984)
    It has become essential to make effective use of the available water resources allocated for agricultural purposes. Besides better methods of land preparation, proper management of irrigation ...
  • Gaindhar, Vipin; Sinha, Asha; Karawade, Deepa; Nanda, N. K. (National Institute of Hydrology, 1985)
    This piece of work is aimed at design and implementation of a Management Information System Package for the employees of National Institute of Hydrology, Roorkee. This utility package computerizes ...
  • 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 ...
  • 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 ...
  • 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 ...
  • Lohani, Vinay K.; Seethapathi, P. V. (National Institute of Hydrology, 1984)
    Development of the groundwater resources in various parts of the world has been increasing in recent years as development of surface water resources approaches the point of full potential. The ...
  • 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. ...
  • 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 ...
  • Seth, S. M.; Ramasastri, K. S.; Singh, Pratap (National Institute of Hydrology, 1984)
    Some of the extreme storms in the contiguous areas of Saurashtra and Rajasthan forming part of the arid and semi-arid belt in India were analysed by the depth-area-duration and depth-duration ...
  • 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 ...
  • Seethapathi, P. V.; Roy, Gautam (National Institute of Hydrology, 1983)
    Computer models of ground water aquifers have become a commonly used tool for the analysis and evaluation of ground water schemes. A computer model allows the scientists to do a better job in an ...
  • 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 ...

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