Several methods, empirical as well as physical processes based have been proposed in literature for estimation of meteorological parameters and for estimation of evapotranspiration. Choice of using a particular method in ...

The practice followed in India is to plan a project for a target demand of not more than 75% dependable yield (with associated temporal distribution) and then test the performance of the system so planned to ensure 75% ...

Natural resources are the basis for strength, growth and the very future of every nation. Water and land are the key resources and human has been pioneer in the use of these resources. Optimal use of available surface water ...

From very beginning, human beings have largely dependent on mighty rivers for their livelihood. Early civilizations were established and developed in and around the river valley. As the population is increasing, rivers ...

The movement of ground water is a basic part of soil mechanics. Its influence can be found in almost every area of civil engineering, including irrigation and reclamation. In addition, the elegance and logical structure ...

The Management Information System is making available to management accurate and timely information necessary to facilitate the decision making process and enable the organization's planning, control and operational function ...

The management of materials or inventory concerns their flow to, within, and from the organization. The efficiency and efficacy of the flow can substantially influence costs and revenue generation and thus hold serious ...

There are a number of complex catchment models involving very detailed functions, but such models generally have elaborate requirement for the input data and parameters. All the desired input data for a complex catchment ...

The overall objective of watershed managementisto utilize natural and human resources in order to achieve specific social and biophysical objectives. Generally, this concept is applied to upstream catchment in a river ...

A rectangular channel in an isotropic and homogeneous porous medium is assumed. The seepage is computed for both effluent and influent cases using the method of fragments and Dupuit-Forchheimer assumptions. The methods ...