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Browsing User's Manuals by Title

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  • 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-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-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-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-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-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-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-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-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-3/97-98 : Expert System for Unit Hydrograph Analysis 
    Sarkar, Archana; Singh, R. D. (National Institute of Hydrology, 1997)
    As the unit hydrographs establish a relationship between the excess rainfall and the direct runoff hydrograph, they are of immense value in the study of the hydrology of a catchment. They are of great use in (i) the ...
  • 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-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-36 : Processing and analysis of rainfall data 
    Ramasastri, K. S. (National Institute of Hydrology, 1987)
    Processing and analysis of rainfall data constitute an important component of hydrological analysis. Thee advent of computers, new techniques of hydrological analysis and special ...
  • 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-40 : Determination of trace elements by atomic spectrometry 
    Jain, C. K.; Ghosh, N. C. (National Institute of Hydrology, 1992)
    The report describe some basic concepts, instrumentation and techniques of atomic spectrometry. In particular, attention is given to atomic absorption and atomic emission spectrometric techniques. Alt ...
  • UM-41 : Biosphere atmosphere transfer scheme 
    Divya; Mehrotra, R. (National Institute of Hydrology, 1993)
    The land surface parameterization, scheme biosphere, Atmosphere Transfer scheme(BATS) developed at National Centre for Atmospheric Research has been studied to under stand the physical processes ...
  • UM-42 : Comprehensive data requirement for NWS DAMBRK model with selected examples 
    Mishra, S. K.; Roy, B. P. (National Institute of Hydrology, 1994)
    Planning and design requirement for a wide range of projects, such as emergency preparedness and location of nuclear power plants, have generated widespread interest in dam break floods analysis. Although much ...
  • UM-43 : The computerization facilities for technical literature 
    Mehta, Rama D. (National Institute of Hydrology, 1994)
    Various library transaction mainly - 1) Processing- Management system, 2) Extent of databases activities for bibliographic/Non bibliographic information storage and 3) Retrieval and various services are ...
  • UM-44 : User's manual for design of drainage system for steady and unsteady state 
    Shukla, M. K.; Mishra, G. C. (National Institute of Hydrology, 1994)
    Using Dupuit (1863) Forchheimer (1930) assumptions Donman has derived equation for drain spacing for steady state condition of discharge. The similar equation using eauivalent depth (d) in place of ...
  • UM-45 : Disaggregation techniques user's manual 
    Mehrotra, R. (National Institute of Hydrology, 1994)
    The user's manual described here, provides the details of a main computer programme specifically written for establishing a suitable statistical relationship between the station values within /outside ...

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