A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Estimation of sub-catchment area parameters for Storm Water Management Model (SWMM) using geo-informatics
This study presents a remote sensing and geographic information systems-based approach for using US EPA's Storm Water Management Model (SWMM) in urban environment. Cartosat-1 PAN + IRS-P6 LISS-IV merged product was used to map land cover in part of Surat city at 1:10,000 scale. Cartosat-1 stereo pair was used for deriving digital elevation model of the study area. Geo-informatics-based methods were developed for delineation of sub-catchment areas, assignment of sub-catchment outlets and estimation of characteristic width. It was observed that 59% of the developed area in the study region was directly or indirectly connected to the storm water drainage network. Furthermore, dynamic rainfall-runoff simulation on three-day rainfall indicated that the average runoff coefficient on the urbanized sub-catchment areas which were directly connected to the drainage network was 0.92 as against 0.88 on those urbanized sub-catchments without having direct access to storm water drainage.
Estimation of sub-catchment area parameters for Storm Water Management Model (SWMM) using geo-informatics
This study presents a remote sensing and geographic information systems-based approach for using US EPA's Storm Water Management Model (SWMM) in urban environment. Cartosat-1 PAN + IRS-P6 LISS-IV merged product was used to map land cover in part of Surat city at 1:10,000 scale. Cartosat-1 stereo pair was used for deriving digital elevation model of the study area. Geo-informatics-based methods were developed for delineation of sub-catchment areas, assignment of sub-catchment outlets and estimation of characteristic width. It was observed that 59% of the developed area in the study region was directly or indirectly connected to the storm water drainage network. Furthermore, dynamic rainfall-runoff simulation on three-day rainfall indicated that the average runoff coefficient on the urbanized sub-catchment areas which were directly connected to the drainage network was 0.92 as against 0.88 on those urbanized sub-catchments without having direct access to storm water drainage.
Estimation of sub-catchment area parameters for Storm Water Management Model (SWMM) using geo-informatics
Jain, Gaurav V (author) / Agrawal, Ritesh / Bhanderi, R.J / Jayaprasad, P / Patel, J.N / Agnihotri, P.G / Samtani, B.M
2016
Article (Journal)
English
Analysis of Parameters for Storm Water Management Model (SWMM) by Using GIS
| Springer Verlag | 2020
BMP Simulation Using the U.S. EPA Storm Water Management Model (SWMM)
| British Library Conference Proceedings | 1996
Using SWMM in Urban Storm Water Master Planning
| British Library Conference Proceedings | 1995
SWMM 5 - the Next Generation of EPA's Storm Water Management Model
| British Library Conference Proceedings | 2004