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Surface Water
GIS based rainfall-runoff modeling for Hemavathy catchment – A research report by National Institute of Hydrology
Posted on 29 Jul, 2010 09:19 PMThe report deals with Geographical Information Systems (GIS) based rainfall-runoff modeling using Topography Model (TOPMODEL) for the Hemavathy catchment of Cauvery basin in Western Ghats of Karnataka. The TOPMODEL is a variable contribution area model in which the predominant factors determining the formation of runoff are represented by the topography of the basin and a negative exponential law linking the transmissivity of the soil with the vertical distance from the ground level.
News regarding hydrological problems of the country for the year 1999-2000: A report by National Institute of Hydrology
Posted on 29 Jul, 2010 07:07 AMThe report presents the hydrologic information and news available from print media and various government agencies mostly for the year 1999-2000 compiled problem-wise and basin-wise for the whole country.
Identification of water quality monitoring sites on Kshipra river, Ujjain, MP – A research report by National Institute of Hydrology
Posted on 28 Jul, 2010 07:18 PMThe study deals with identification of water quality monitoring sites on Kshipra river of Ujjain. The location of permanent sampling station is probably the most critical factor in a monitoring network which collects water quality data. If the samples collected are not representative of the water mass, the frequency of samplings as well as the mode of data interpretation and presentation become inconsequential.
Hydrologic soil classification of Dudhnai sub-basin – A research report by National Institute of Hydrology
Posted on 28 Jul, 2010 04:41 PMThe report presents the hydrologic soil classification of Dudhnai sub-basin based on regional information collected from various agencies supplemented by field and laboratory experiments on the soil samples collected from time to time. As required by various soil classification systems, soil properties together with other information have been studied and grouped into different classes as a reference base for future hydrological studies of the basin.
Infiltration studies in Sher-Umar river doab in Narmada basin – A research report by National Institute of Hydrology
Posted on 28 Jul, 2010 04:32 PMThe report presents infiltration studies of the year 1996-97 for the Bargi Left Bank Canal Command area of Narsinghpur district of Madhya Pradesh. Infiltration studies are mainly addressed to a variety of applications for managing water resources. The design of methods for estimation of flood mitigation and erosion control is often based on estimates of peak discharge derived from prediction of infiltration rate. Water conservation procedures require computation of cumulative infiltration to produce estimates of runoff yield.
Identification of sampling sites for water quality monitoring in Narmada basin – A research report by National Institute of Hydrology
Posted on 27 Jul, 2010 11:52 PMThe report attempts to identify sampling sites for water quality monitoring in Narmada basin. The assessment of water quality conditions over a wide area with respect to time and space requires the monitoring of activities to be carried out in a network. The location of a permanent sampling station is probably the most critical factor in a monitoring network which collects water quality data. If the samples collected are not representative of the water mass, the frequency of sampling as well as the mode of data interpretation and presentation becomes inconsequential.
Waterlogged area mapping and hydrological data analysis of Mokama tal area – A research report by National Institute of Hydrology
Posted on 27 Jul, 2010 11:42 PMThe report presents waterlogged area mapping and hydrological data analysis of Mokama tal area of Bihar. The drainage problems of the agriculture land use are basically associated with the stagnation of runoff and the rise of the water table. Generally, the runoff stagnation is a result of intense rain, which produces excessive runoff for which the existing drainage capacity is not adequate or outlet conditions are not favorable. The rise of water table beyond a critical limit or surface ponding results in waterlogging conditions.
Determination of SCS runoff Curve Number and land use changes for Hamidnagar sub-basin of Punpun basin – A research report by National Institute of Hydrology
Posted on 27 Jul, 2010 11:33 PMThe report deals with determination of SCS runoff Curve Number and land use changes for Hamidnagar sub-basin of Punpun basin. The design of any hydraulic structure calls for the estimation of runoff. The Soil Conservation Services model, developed by USDA, computes direct runoff through an empirical equation that requires the rainfall and watershed coefficient as inputs. The watershed coefficient is called the Curve Number (CN), which represents the runoff potential of the land cover-soil complex.
Estimation of surface soil properties in Malaprabha command area – A research report by National Institute of Hydrology
Posted on 27 Jul, 2010 08:42 PMThe study deals with estimation of surface soil properties in Malaprabha command area. It can be broadly concluded that generalization of soil properties for an area is difficult since the soil and land use type varies drastically from one point to another in a short distance. It is only possible to have an average value for a particular type of soil. Also, it can be seen from the results that the percentage of silt-clay plays an important role in shaping the hydraulic properties of a soil.
Soil physio-chemical properties of Basantar catchment in Jammu and Kashmir – A research report by National Institute of Hydrology
Posted on 27 Jul, 2010 08:17 PMThe report presents the study on the physio-chemical properties of soil for Basantar catchment in Jammu and Kashmir. Soil physio-chemical properties are basic inputs for any hydrological modeling and are important for efficient management of irrigated agriculture. The most important soil properties influencing irrigation are its infiltration characteristics and water holding capacity. Other soil properties such as soil texture, soil structure, capillary conductivity, soil profile conditions, and depth of water table are also given consideration in the management of irrigation water.