You may login with either your assigned username or your e-mail address.
The password field is case sensitive.

Flood Discharge

Waterlogged area mapping and hydrological data analysis of Mokama tal area – A research report by National Institute of Hydrology

The 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.Read More

AttachmentSize
Waterlogged area mapping and hydrological data analysis of Mokama tal area by NIH (1996-97)933 KB

Location

Mokama, BR, India
Latitude: 25.389800, Longitude: 85.919097

Dam break analysis of Ghodadoha project in Orissa – A research report by National Institute of Hydrology

The report deals with a hypothetical dam-failure study using DAMBRK model, carried out for simulation of flood wave downstream of the Ghodadoha project in Orissa. Ghodadoha is a rock-filled earthen dam located in one of the tributaries of the Rushikuliya river of Orissa.Read More

AttachmentSize
Dam break analysis of Ghodahoda project in Orissa by NIH (1999-2000)445.9 KB

Location

Ganjam, OR, India
Latitude: 19.384291, Longitude: 85.056358

Modeling at Vasishta-Godavari river mouth using FESWMS – A research report by National Institute of Hydrology

The study attempts to undertake surface modeling to simulate the water levels in the mouth portion of Vasishta-Godavari by taking the tidal effect during a flood season, by using the Finite Element Surface Water Modeling System (FESMWS) developed by United States Geological Survey (USGS) to model the reach. The objective is to simulate the surface water flow for a flood discharge of 2.35 lakh cusecs, under the effect of diurnal tide at the bay end.

The surface water levels of a river, especially at the mouth are required for planning and managing flood alleviation schemes and river engineering works. In the lower reaches of many rivers, flood plain inundation may result from very high tide or a very high flood or a combination of both. Also the extent of landward intrusion of saline water into a river at mouth varies with the relative strength of freshwater discharge and the co-oscillating tidal flow resulting from the dynamical interaction of the adjacent coastal waters.Read More

AttachmentSize
Modeling at Vasishta-Godavari river mouth using FESWMS by NIH (1997-98)730.06 KB

Location

Godavari, AP, India
Latitude: 16.414033, Longitude: 80.647085

Modeling of flow in the canal due to breach of bank - A research report by National Institute of Hydrology

The study develops the wavelet element method for hydrological application purposes in general and modeling of flow in a canal due to breach of bank in particular. Due to high seasonal variability of rainfall and cyclones in coastal India, flood discharges cause frequent breaching of canals.

Canal breach modeling is of great significance in open channel hydraulics. The study of breach of a canal is a relatively new one as compared to dam breach, which is a well researched field. The analysis of the problem is complicated due to dynamics of flow within the canal. The limitations of the above model due to the one-dimensional model analysis of the problem is hoped to be overcome in two or three dimensional analysis.Read More

AttachmentSize
Modeling of flow in the canal due to breach of bank by NIH (1998-99)852.43 KB
Syndicate content
Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 2.5 India License.