A comprehensive study of floodplain analysis utilising HEC-HMS, HEC-RAS, and GIS on the Kosasthalaiyar River sub-basin DOI Creative Commons

Manikanta Boddepalli,

Laxmi Narayana Pasupuleti,

Bhaskara Rao Nalli

и другие.

Water Practice & Technology, Год журнала: 2024, Номер 19(11), С. 4612 - 4628

Опубликована: Окт. 28, 2024

ABSTRACT The present study focused on the Kosasthalaiyar River basin in Chennai, Tamil Nadu, India. We analysed 2015 peak flood and forecasted feature data representative concentration pathways (RCP) 4.5 scenario for various years. used scientific management system (SDSM) software to downscale Geophysical Fluid Dynamics Laboratory (GFDL) 2.0 general circulation models (GCMs). According hydrograph analysis, 142.7, 75.31, 461.73, 248.22 mm runoff can occur 2030, 2050, 2080, 2100, respectively. current estimates probable flows by performing floodplain analysis sub-basin using Hydrologic Engineering Centre's Modelling System (HEC-HMS), Analysis (HEC-RAS), geographic information (GIS) tools. It is possible observe that two major floods, measuring 581.6 110.7 m3/s, respectively, will 28 November 2030 at 10:20 a.m. 12 December 2050 9:20 Additionally, high floods of 997 1,438.4 m3/s be recorded 20 2080 9:50 29 2100 9:40 a.m.,

Язык: Английский

Unleashing the Untapped Potential: Groundwater Exploration in a Watershed Environment of North‐East India Using MCDAAHP Techniques DOI Open Access
Debashree Borah,

Ashok Kumar Bora

Hydrological Processes, Год журнала: 2025, Номер 39(1)

Опубликована: Янв. 1, 2025

ABSTRACT The contemporary era is marked by the faster exploitation of groundwater resources due to combined effects burgeoning population and rapid industrialisation. This study tries delineate potential zones (GWPZs) in a fragile agriculturally dominant watershed North‐East India using GIS‐based multi‐criteria decision analysis (MCDA) approach Analytical Hierarchy Process (AHP) technique. has undertaken 10 influencing factors: geomorphology, geology, land use/land cover (LU/LC), drainage density, rainfall, soil texture, slope, lineament topographic wetness index (TWI) normalised difference water (NDWI). Suitable weights for parameters are assigned according their relative importance association with storage based on pairwise comparison matrix (PCM). Four GWPZs respective coverages namely poor (3.39%), moderate (24.98%), good (33.36%) excellent (38.27%) categories found. central southern parts area covering portion Udalguri, Sonitpur Darrang districts Assam have porous geological settings floodplains, indicating high potentiality. In contrast, northern part hard rugged terrain lacks storage. Incorporating socio‐economic aspect, particularly number villages or without access suitable groundwater, significantly enhances study's utility. outcome cross‐verified well data obtained from Central Groundwater Board (CGWB) field which validated receiver operating characteristics (ROC) curve resulting an accuracy 72.9%. Hence, this inquiry implications both regional global significance will assist stakeholders authorities creating roadmap sustainable effective use.

Язык: Английский

Процитировано

0

Assessing Groundwater Potential in the Kabul River Basin of Pakistan: A GIS and Analytical Hierarchy Process Approach for Sustainable Water Management DOI Open Access
Waqas Ul Hussan, Muhammad Irfan, Muhammad Waseem

и другие.

Water, Год журнала: 2025, Номер 17(11), С. 1584 - 1584

Опубликована: Май 23, 2025

The rapid urbanization in the Kabul River Basin has increased demand for water both drinking and commercial purposes, leading to domestic industrial insecurity. Assessing groundwater potential of is highly crucial effective management. aim this paper identify zones by employing a Geographic Information System an Analytical Hierarchy Process approach formulate cumulative score based on seven thematic images—rainfall, geology, lineament density, drainage land use/land cover, soil type, slope—within River, with assigned weightages 32%, 27%, 12%, 10%, 8%, 6%, 5%, respectively, consistency ratio 0.053 (5%), demonstrating reliability results. study shows that first three factors contribute more percentages Groundwater Potential Zones. identified classified into very good, medium, poor, poor zones, covering 35.45% (19,989 km2), 37.2% (20,978 23.16% (13,063 4.13% (2332 0.06% (19 respectively. basin predominantly as good medium; however, there are notable variations across sub-basins. Swat sub-basin western parts Basin, encompassing Panjshir Parwan districts, exhibit exceptionally high potential. In contrast, Panjkora (Dir district) southwestern areas Ghazni Wardak have limited

Язык: Английский

Процитировано

0

Multicriteria Analysis of Groundwater Potential in Valliyur Region, Tamil Nadu: Integrating Remote Sensing, GIS, and Analytical Hierarchy Process DOI

Antony Ravindran A,

Antony Alosanai Promilton A,

Vinoth Kingston J

и другие.

Water Conservation Science and Engineering, Год журнала: 2024, Номер 9(2)

Опубликована: Авг. 14, 2024

Язык: Английский

Процитировано

0

A comprehensive study of floodplain analysis utilising HEC-HMS, HEC-RAS, and GIS on the Kosasthalaiyar River sub-basin DOI Creative Commons

Manikanta Boddepalli,

Laxmi Narayana Pasupuleti,

Bhaskara Rao Nalli

и другие.

Water Practice & Technology, Год журнала: 2024, Номер 19(11), С. 4612 - 4628

Опубликована: Окт. 28, 2024

ABSTRACT The present study focused on the Kosasthalaiyar River basin in Chennai, Tamil Nadu, India. We analysed 2015 peak flood and forecasted feature data representative concentration pathways (RCP) 4.5 scenario for various years. used scientific management system (SDSM) software to downscale Geophysical Fluid Dynamics Laboratory (GFDL) 2.0 general circulation models (GCMs). According hydrograph analysis, 142.7, 75.31, 461.73, 248.22 mm runoff can occur 2030, 2050, 2080, 2100, respectively. current estimates probable flows by performing floodplain analysis sub-basin using Hydrologic Engineering Centre's Modelling System (HEC-HMS), Analysis (HEC-RAS), geographic information (GIS) tools. It is possible observe that two major floods, measuring 581.6 110.7 m3/s, respectively, will 28 November 2030 at 10:20 a.m. 12 December 2050 9:20 Additionally, high floods of 997 1,438.4 m3/s be recorded 20 2080 9:50 29 2100 9:40 a.m.,

Язык: Английский

Процитировано

0