User's Manuals: Recent submissions

  • UM-32 : Power transformation technique in basic for flood frequency analysis 
    Varshney, Bhuvnesh (National Institute of Hydrology, 1988)
    Flood frequency analysis is a very useful technique for the estimation of design flood corresponding to a specified recurrence interval from the limited data. Generally, sample ...
  • UM-30 : Data storage and retrieval system on personal computer 
    Jain, S. K.; Chalisgaonkar, Deepa (National Institute of Hydrology, 1988)
    This report gives details of a Data Storage and Retrieval System for hydrological data developed on IBM compatible Personal Computer at NIH, using dBASE III - Plus for its implementation. ...
  • UM-29 : Reservoir routing with graphical representation 
    Jain, S. K.; Gupta, R. D. (National Institute of Hydrology, 1988)
    Reservoir routing is a phenomenon which takes care of the effect of flood wave entering a reservoir. It is required in the design of the capacity of spillways and other ...
  • UM-28 : Hydrologic channel routing with graphics 
    Jain, S. K.; Chalisgaonkar, Deepa (National Institute of Hydrology, 1986)
    Routing of floods through channels is one of the important component of most of the hydrological studies related with catchment as well as hydrology. The aim of channel routing is to ...
  • UM-27 : Graphical representation of flow duration curve 
    Bhatia, K. K. S.; Chalisgaonkar, Deepa (National Institute of Hydrology, 1987)
    Flow duration curve, representating the combined effect of flow characteristics of any stream, is one of the simplest available techniques to predict the distribution of future ...
  • UM-26 : Physico chemical analysis of water and wastewater 
    Jain, C. K.; Bhatia, K. K. S. (National Institute of Hydrology, 1987)
    Water and waste water analysis have become increasingly important in water quality monitoring. Analytical techniques adopted for monitoring should be precise and accurate. The method ...
  • UM-25 : Unit hydrograph analysis 
    Seth, S. M.; Singh, R. D. (National Institute of Hydrology, 1986)
    This user's manual gives the details of twenty one computer programmes to carry out unit hydrograph analysis. These computer programmes are considered to be in five different ...
  • UM-24 : Technique for flood frequency analysis 
    Seth, S. M.; Goel, N. K.; Perumal, M.; Singh, R. D. (National Institute of Hydrology, 1986)
    This user's manual gives the details of eight computer programmes to carry out flood frequency analysis. These programmes are for fitting of 1 Lognormal two parameter, 2. Lognormal three ...
  • UM-22 : Graphical representation of information related with floods 
    Parida, B. P.; Jain, S. K.; Chalisgaonkar, Deepa (National Institute of Hydrology, 1986)
    For a given catchment, information related with floods are many. Informations such as statistical summary, check for validity of randomness, presence of outliers/inliers, satisfactory design flood estimates, standard ...
  • UM-21 : Generation of hydrological graphs using computer graphics 
    Chalisgaonkar, Deepa (National Institute of Hydrology, 1986)
    'GRAPHICS' is describing an object in a vivid form. In hydrology, normally the relationship between two variables is plotted in the form of curves. It has been observed that the visual ...
  • 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 ...
  • 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-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-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-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-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-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-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-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-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 ...

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