User's Manuals: Recent submissions

  • UM-9 : Model parameter evaluation using catchment characteristics 
    Seth, S. M.; Singh, R. D. (National Institute of Hydrology, 1984)
    In view of growing development of water resources in many projects, it becomes necessary to estimate discharge values for ungauged watersheds or sites within a region. The simplest way is to ...
  • UM-8 : Unit Hydrograph Derivation 
    Seth, S. M.; Singh, R. D. (National Institute of Hydrology, 1984)
    The unit hydrograph technique is a simple tool being used by most of the water resources development organisations for the estimation of flood flows. Although number of techniques are available ...
  • UM-7: Finite Element Aquifer Flow Model 
    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 ...
  • UM-6 : Preparation of Working Table 
    Seethapathi, P. V.; Dhason, S. R. B. (National Institute of Hydrology, 1984)
    A computer model is presented for quantifying the impacts of multipurpose water management policy. The model is designated for analysis of water availabilities throughout a river basin over extended ...
  • UM-5 : Rating curve analysis 
    Seth, S. M.; Palaniappan, A. B. (National Institute of Hydrology, 1984)
    The water level and the volume of water passing a site in a river provides useful information about the flow, which can be used for many planning purposes. The water levels are easily observed and ...
  • UM-4 : Polynomial Regression 
    Seth, S. M.; Goel, N. K. (National Institute of Hydrology, 1984)
    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 = a o + a + a + + ...
  • UM-3 : Multiple Linear Regression 
    Seth, S. M.; Goel, N. K. (National Institute of Hydrology, 1984)
    The derivation of relationships among hydrologic variables is of great importance for the transfer of information from few gauged sites to many ungauged sites. This relationship may be between ...
  • UM-2 : Frequency analysis 
    Seth, S. M.; Goel, N. K. (National Institute of Hydrology, 1984)
    The user's manual gives the details of a computer programme for best fit distribution using normalization procedures and chi-square criterion. Various normalization procedures which have been used in the ...
  • UM-1 :Tyson Weber ground water flow model 
    Seethapathi, P. V. (National Institute of Hydrology, 1984)
    The ground water in a basin is not at rest but is in a state of continuous movement. While the recharge components tend to rise the water table, the discharge components make the water table ...

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