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  • Bhatia, K. K. S. (National Institute of Hydrology, 1983)
    The report has been divided into nine chapters. Chapter 1 sets the stage for general introduction of water quality and sediment modelling, the needs of such studies and covers the day by day increase ...
  • Roy, Gautam (National Institute of Hydrology, 1983)
    The advent of sophisticated water resources and hydrological studies has necessitated the development of hydrologic data libraries in recent times. This report discusses the operating methodologies ...
  • National Institute of Hydrology (National Institute of Hydrology, 1983)
  • Seth, S. M.; Datta, B. (National Institute of Hydrology, 1983)
  • Seth, S. M.; Palaniappan, A. B. (National Institute of Hydrology, 1983)
  • 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 ...
  • Seth, S. M.; Nirupama, P. (1983)
    The documentation for ordering the series describes the comparative studies carried out using four subroutines available in the literature. The comparison is made on the basis of compilation time, ...
  • Sikka, A. K. (National Institute of Hydrology, 1983)
    Droughts form one extreme end of the hydrologic cycle, while floods are at the other end. Drought is a frequent hazard in India, striking in some part or the other. The most striking ...
  • 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.; 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, S. V. Vijaya (National Institute of Hydrology, 1983)
    The status report on 'Hydrology of deltas and east coastal region of India' is prepared as part of UNDP assisted project IND/90/003 'Developing capabilities for hydrological studies'. The ...
  • Yoganarsimhan, G. N. (National Institute of Hydrology, 1983)
    This state-of-art report deals with problems associated with operation of a single purpose/multi-purpose reservoir. Starting with heuristic procedures of reservoir operation, the general ...
  • Seethapathi, P. V.; Dhason, S. R. B. (National Institute of Hydrology, 1983)
    Water availability of the Upper Ganga basin between Bhimgoda and Narora has been analysed, with the existing diversion works and those under construction in the Uttar Pradesh (U.P.) State. The analysis is ...
  • Seth, S. M.; Goel, N. K. (National Institute of Hydrology, 1983)
    The association of three or more variables can be Investigated by multiple linear regression and correlation analysis. The derivation of relationships among hydrologic variables is of importance for ...
  • Seth, S. M.; Goel, N. K. (National Institute of Hydrology, 1983)
    For any non linear function Y = f(x) regression may be obtained by fitting a polynomial. The general form of the polynomial regression is as given under: Y=a0+a1X + a2X²+................... ...
  • Lohani, Vinay K. (1983)
    Design of irrigation systems and judicious application of irrigation water need reliable information on the consumptive use of various crops grown in the command area. In recent past, studies on ...
  • National Institute of Hydrology (National Institute of Hydrology, 1984)
  • National Institute of Hydrology (National Institute of Hydrology, 1984)
  • Seethapathi, P. V. (National Institute of Hydrology, 1984)
    The purpose of this report is to describe how to model aquifer systems with AQUIFEM-1, a finite element aquifer flow model developed by Massachusetts Institute of Technology and implemented at the Institute for ...
  • 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. ...