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Browsing DOCTORAL THESES (WRDM) by Issue Date

Browsing DOCTORAL THESES (WRDM) by Issue Date

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  • Chawla, A. S. (1973)
    The stability of a hydraulic structure. founded on p, meable soil haste be ensured against uplift pressures and piping. The problem of seepage under such structures belongs to a general class of confined flow problems . ...
  • Chauhan, R. L. (1982)
    The inherent uncertainties in tunnelling which may be due to geological formations, management effectiveness and equipment performance need to be studied through stochastic modelling. The conventional deterministic approach ...
  • Chauhan, R. C. (1983)
    Expanding Multi Reservoir Systems are being created to Vi meet increasing demand of water and power. Operation practices and decisions based on judgemental decisions still being follow-ed cannot be optimal. These decisions ...
  • Padhi, Gopinath (1983)
    Development of Irrigation involves heavy investments. Lack of rational pricing policy has led to many misgivings. This may be attributed to the complexities involved in the process as well as inadequate attention by planners ...
  • Hassani, Abdul Wahed (1984)
    Hydraulic fracturing is a live problem these days in the field of geotechnical engineering. The application of the concept of hydraulic fracturing to geotechnical problems, and in particular, to the development of cracks ...
  • Kumar, Akhilesh (1985)
    The stability of hydraulic structures founded on permeable soil has to be ensured against forces caused by percolating water. The seepage water exerts uplift pressure below the structure and tends to remove the soil particles ...
  • Bhatele, Ram Prakash (1985)
    The demand for electrical energy is increasing exponentially with the time and it has become necessary for the electrical industry to transport a large amount of power over large and complex transmission and distribution ...
  • Roohani, Mohammad Sarwar (1986)
    The planning and development of water resources of a region requires proper understanding of the hydrological behaviour of the river basins. The analysis of available information is necessary to decide about water ...
  • Singh, Ram Pal (1991)
    The objective of this study is to carry out three dimensional sequential non-linear analysis of rockfill dams with central core for gravity loading. The dams have been considered to be located in valleys of different shapes ...
  • Badarinath, H. S. (1991)
    Tunnel construction is a subject involving uncertainties arising due to the geology of the rock formations, efficiency and output of the tunnelling equipment and the management conditions. The resulting cost and time ...
  • Samih, Ashraf Saad Zaghlool Abdel (1993)
    Supervisory control is a control system in which system information is periodically monitored and globally analyzed to decide the control action. In a multi-reach, multi-offtake canal system with changing lateral flow ...
  • Bony, Maryono (1993)
    Multiple reservoir planning and management related to water resources mobilization within a river basin involves numerous rather complex physical, technological, economic and social aspects. Often, the most difficult ...
  • Kirkos, Abate Tadesse Wolde (1993)
    Canals are widely used in irrigation schemes as a major conveyance system. Most of the canals are unlined and the amount of actual water finally available for irrigation is significantly less than the quantity of water ...
  • Goyal, Rohit (1994)
    Cana seepage estimation is of considerable importance for economic justification of canal lining. Determination of phreatic surface due to seepage from canal helps in estimating the area likely to be water—logged. Seepage ...
  • Mousa, Alzakzook Khalil F. (1995)
    The management of regional water resources needs careful planning with regard to assessment of their availability and economics of allocation and use without degradation of the environment. An irrigation system which is ...
  • Abdullah, Mohammad (2001)
    Alluvial river channels are 'self-formed' as they flow over the alluvial lands having sandy-silty-clay materials. Their morphology results from the entrainment, transportation and deposition of the unconsolidated sedimentary ...
  • Shah, Shagoofta Rasool (2001)
    Increasing economic costs of river protection works in India have led to the adoption of permeable spurs in practice. However, research on different types of permeable spurs is not developed to the same extent as that on ...
  • Kumar, Naresh (2002)
    Engineers in the recent times look towards empirical methods for selection and design of tunnel supports due to the complexities and uncertainties inherent in the analytical design methods. Engineering rock mass classification ...
  • Prasad, Seepana Bala (2002)
    The subject of pollutant mixing and its transport in streams has been at the forefront of research for the determination of pollutant concentration along the river course and for regulating disposal of pollutants in rivers. ...
  • Padmakarrao, Rajurkar Milind (2002)
    The models developed to simulate the rainfall-runoff process can be broadly grouped under three categories, with increasing order of complexities involved as: i) empirical; ii) conceptual; and iii) physically based distributed ...