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Browsing User's Manuals by Title

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  • 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 ...
  • UM-1/2010 : Web based hydrology and water resources information system for India 
    Chalisgaonkar, Deepa; Rathore, D. S.; Jain, S. K. (National Institute of Hydrology, 2010)
    Water Resources management deals with technical, as well as socio-economic and ecological aspects and calls for an integrated approach and a comprehensive hydrological information system have become the key for efficient ...
  • UM-1/2011 : NIH_Re SyP reservoir systems package (Version — 1) 
    Goel, M. K.; Chalisgaonkar, Deepa (National Institute of Hydrology, 2011)
    Because of the high time and space variability of rainfall and uncertain nature of monsoon in our country, storage reservoirs form one of the most important components of a water resources development project. The principal ...
  • UM-1/96-97 : Software for reservoir analysis (SRA) 
    Jain, S. K.; Chalisgaonkar, Deepa; Goel, M. K. (National Institute of Hydrology, 1996)
    Because of the high time and space variability of rainfall and uncertain nature of monsoon in India, it is imperative to utilize the available water resources in the optimal and efficient manner. The reservoirs are one of ...
  • UM-1/97-98 : Reservoir sedimentation study for Ukai dam using satellite data 
    Jain, S. K.; Goel, M. K. (National Institute of Hydrology, 1997)
    India is a vast country with high spatial and temporal variability of rainfall. In order to tap the available water resources and to utilise the water in accordance with the requirements, more than 3000 river valley ...
  • UM-1/98-99 : Procedures for systematic processing of rainfall data 
    Mehta, Rama D.; Chalisgaonkar, Deepa (National Institute of Hydrology, 1998)
    Hydrometeorological analysis forms an important and integral part of hydrological research. One of the important parameters needed for this purpose is the rainfall which itself forms a part of the hydrological cycle. ...
  • UM-1/99-2000 : Learning package for hydrology 
    Chalisgaonkar, Deepa (National Institute of Hydrology, 1999)
    Computers have become an integral part of everyday life. In the new millennium everybody is should be computer literate as early as possible to keep pace with the developments taking place in the field of Information ...
  • UM-10 : Muskingum cunge routing procedure 
    Seth, S. M.; Palaniappan, A. B. (National Institute of Hydrology, 1984)
    Experience and observations of flood flows in river show that the flood peak attenuates as it travels downstream. Although lateral flow and flow from tributaries may add up to the flow and lead ...
  • UM-11 : Hydrologic flood routing 
    Perumal, M.; Seth, S. M. (National Institute of Hydrology, 1984)
    This user manual provides description of the capabilities of the hydrologic flood routing package programme developed at the National Institute of Hydrology. The following hydrologic ...
  • UM-13 : Kalinin-Milyukov method of flood routing 
    Seth, S. M.; Palaniappan, A. B. (National Institute of Hydrology, 1985)
    A method of flood routing using theory proposed by Russian Scientists Kalinin and-Milyukov on flood wave transformation is described in this report. Assumption of a single valued stage ...
  • UM-14 : Application of Tank model for daily Runoff Analysis 
    Seth, S. M.; Singh, R. D.; Santoshi, M. K. (National Institute of Hydrology, 1985)
    Tank model is a simple conceptual rainfall-runoff model developed in Japan by Sugawara (1967) This model is used for daily runoff analysis for both humid and non humid basins with continuous dail ...
  • UM-15 : Application of Tank model for Flood analysis 
    Seth, S. M.; Singh, R. D.; Santoshi, M. K. (National Institute of Hydrology, 1985)
    Tank Models for daily analysis and flood analysis were developed in Japan by Sugawara (1967). The input requirements of the Tank Models for flood analysis and daily analysis are different. The former ...
  • UM-16 : Storage yield analysis 
    Vaghe, M. R.; Jain, S. K. (National Institute of Hydrology, 1986)
    The analysis of storage-reliability-yield relationship is important to provide preliminary design capacity or yield estimates for storage reservoirs governed by requirements over a period. ...
  • UM-17 : Optimum reservoir operation using dynamic programming 
    Seethapathi, P. V.; Jain, S. K. (National Institute of Hydrology, 1985)
    Dynamic programming is an optimization technique which has been extensively used for solution of various problems associated with water resources systems. As the original technique had several short ...
  • UM-18 : A flood control operation of a reservoir 
    Seethapathi, P. V.; Dhason, S. R. B. (National Institute of Hydrology, 1985)
    Reservoirs which are constructed for the purpose of conservation and flood control have to be operated for flood control during monsoon season in order to safeguard the down stream control points and the dam ...
  • UM-19 : Flood frequency analysis on a microcomputer with basic language 
    Seth, S. M.; Singh, R. D. (National Institute of Hydrology, 1986)
    Flood frequency analysis approach is a very useful technique for estimation of design flood from the limited data. In general, in frequency analysis approach the sample data is ...
  • 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-2/96-97 : Flood estimation for large catchments using deterministic approach 
    Singh, R. D.; Mehrotra, R. (National Institute of Hydrology, 1996)
    The proper planning of a project needs the proper study of hydrology. The flood problem is not only a concern of the branch of engineering but is important to a number of other branches as well. To avoid destruction, any ...
  • UM-2/97-98 : Software for hydrological data year book 
    Chalisgaonkar, Deepa; Mehta, Rama D. (National Institute of Hydrology, 1997)
    Automated data processing using high speed computers has immense potential for handling large volume of hydrologic data in a quick and economic way. In India, a large number of agencies are involved in collection ...
  • UM-20 : Mass curve analysis and sequent peak algorithm 
    Jain, S. K. (National Institute of Hydrology, 1985)
    The computation of required storage is one of the important steps of reservoir design. Two computer programmes have been described in this report which make use of mass curve method and sequent peak algorithm for this ...

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