Conference Proceedings: Recent submissions

  • 23-A hydrological aspect on crop. 
    Guha, M. K. (National Institute of Hydrology, 1987)
    A mathematical model based on the equation of continuity for soil-moisture variation under different actual precipitation occurrence has been developed using the physical possible relationship between the crop-water ...
  • 24-Reservoir operating rule for Narmadasagar dynamic programming approach. 
    Venugopal, K.; Sivagnavelu, S.; Raghavendran, R.; Sakthivadivel, R. (National Institute of Hydrology, 1987)
    This work relates to application of dynamic programming model to Narmadasagar reservoir across river Narmada in the state of Madhya Pradesh . The model is formulated to determine ...
  • 25-Constrained differential dynamic programming applied to multireservoir control problems. 
    Nanda, J. N. (National Institute of Hydrology, 1987)
    Eversince Bellman's (1957) book on Dynamic Programming (DP), new avenues have opened up for the reservoir operation or control problems. The computational effort required to solve a multireservoir control ...
  • 26-On regulation regime function of a reservoir. 
    Jain, Sharad K. (National Institute of Hydrology, 1987)
    Reservoirs are the most effective way of regulating streams flows. The inflow process, the reservoir storage and the outflow processes together constitute the stream flow regulation system. The three important ...
  • 27-Integrated water management in urban areas - Benefits. 
    Achutan, K. (National Institute of Hydrology, 1987)
    Water has quantitative, qualitative, spatial temporal, and state dimensions. The hydrologist is a major contributor to financial, social and engineering decisions by efficiency of water networks and which ...
  • 28-Climatological approach for estimating evapotranspiration of upland Paddy. 
    Sahu, S. K.; Sharma, S. D. (National Institute of Hydrology, 1987)
    Studies were conducted to establish an equation which would be useful in predicting evapotranspiration (ET) for upland paddy. The parameters of the equation are temperature, sunshine hour, wind velocity and relative ...
  • 29-Consumptive use and water requirement of Cowpea. 
    Bhardwaj, S. P. (National Institute of Hydrology, 1987)
    Variuus components of hydrologic cycle viz. rainfall, run—off, seepage, soil moisture and evapotranspiration (ET) were measured daily in a weighing type lysimeter having undisturbed soil monolith and ...
  • 30-Training of hydrological observers and technicians - Action plan. 
    Seth, S. M.; Chandra, Satish (National Institute of Hydrology, 1987)
    The development of water resources for meeting increasing demands of steeply rising population of the country has posed many problems for all involveq in this task, particularly ...
  • 31-Need for on the job training for irrigation engineers. 
    Sarin, K. C. (National Institute of Hydrology, 1987)
  • 32-Training and education in watershed management. 
    Sikka, A. K.; Bhatt, P. N. (National Institute of Hydrology, 1987)
    Training and education provide a suitable mechanism and crucial input in developing technical or trained manpower in view of the fast technological advancements being made in watershed management, hydrology & water ...
  • Preface 
    National Institute of Hydrology (National Institute of Hydrology, 1987)
  • Contents 
    National Institute of Hydrology (National Institute of Hydrology, 1987)
  • 1-Flood Estimation in India using regional frequency analysis 
    Seth, S. M.; Singh, R. D. (National Institute of Hydrology, 1987)
    The use of regional flood frequency approach provides one of the most effective ways for the estimation of design floods at ungauged sites. Many distributions such as Gumbel ...
  • 2-Regional flood frequency approach estimation of flood peaks for Mahi and Sabarmati basin (sub-Zone 3a) 
    Gupta, P. N. (National Institute of Hydrology, 1987)
    Knowledge of magnitude of flood related to its problem frequency of recurrence is necessary for rational and economical design of water-way and foundations of bridges and appurtenances. In this Paper ...
  • 3-An alternative statistical regional approach for estimating design flood peak. 
    Thirumalai, S.; Sinha, P. B. (National Institute of Hydrology, 1987)
    Regional flood frequency studies are often made following traditional approach viz, a formula for mean annual flood and growth factors for higher return periods based on individual station values. This approach ...
  • 4-Weighted ordinary least square algorithm for batch processing. 
    Khosa, Rakesh (National Institute of Hydrology, 1987)
    A deconvolution algorithm for a linear system with finite memory is developed using exponential weighting. The algorithm is developed with the idea of using it in batch mode. The solution derived is ...
  • 5-A comparative analysis of hydrological and diffusion methods of flood routing. 
    Rangapathy, V.; Karmegam, M.; Sakthivadivel, R.; John, V. K.; Lekha, P. Mathai (National Institute of Hydrology, 1987)
    As a part of the study of flood routing methods as applicable to Indian rivers, an attempt was made to apply the Conventional Muskingum method, the Constant and Variable Parameter Muskingum Cunge ...
  • 6-Development of dimensionless hydrographs from Machhu Dam-II failure using DAMBRK model. 
    Santoshi, M. K. (National Institute of Hydrology, 1987)
    This paper presents a methodology for the quick estimation of dam break flood wave and its characteristics such as peak flows, peak stages and their respective timings at the dam site and at specified locations ...
  • 7-Design of flood embankments of Katjuri river at Cuttack city. 
    Godbole, M. L. (National Institute of Hydrology, 1987)
    Cuttack city in Orissa state is situated between Katjuri and Mahanadi rivers. There was a proposal to extend the protective embankments along these rivers at the western side of the city. The effect ...
  • 8-Problems of flood control. 
    Ganguly, S. S. (National Institute of Hydrology, 1987)
    Flood may be defined as a social perception associated with sudden invension of unusually high levels of water resulting in widespread destruction and distress. Floods are caused due to intense ...

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