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2021 | OriginalPaper | Buchkapitel

Runoff Volume Estimation by SCS-CN Method Through Arc-GIS Approach

verfasst von : Umank Mishra, Gowru Kiran Kumar, S. K. Gupta, P. Sarah Kiron, N. Vinay, Lubna Ara

Erschienen in: Advances in Civil Engineering and Infrastructural Development

Verlag: Springer Singapore

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Abstract

The salient resources of water for discharge of groundwater in a watershed or catchment area are rainfall and rainfall runoff. The primary source of groundwater recharge is rainfall. Runoff in the watershed or catchment area affected by geomorphologic feature principally, land use change affects the surface runoff volume over and rate of runoff considerably. This project aims to estimate the runoff volume over Gangadhara watershed (289.29 km2), Telangana by one of the methods called Soil Conservation Services (SCS)–Curve Number (CN) method. In this method, alternate land use/land cover (LULC) and soil type shape files were first obtained and compiled using by remote sensing (RS) and geographic information system (GIS) techniques. Then, hydrologic soil group (HSG) maps will be developed by interpreting formative elements by soil taxonomy. Available rainfall data of the past 30 years (1988–2018) from rain gauge station of Gangadhara watershed is collected and screened to consistency and accuracy and is linked to GIS database. Based on soil and rainfall conditions of a watershed, the antecedent soil moisture condition (AMC) is found to be AMC-I, i.e. dry condition. By using relevant equations, the runoff volume over the watershed estimated is 0.81 km3.

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Literatur
1.
Zurück zum Zitat Subramanya K (2013) Engineering hydrology, textbook of IV edition. McGraw Hill, New York Subramanya K (2013) Engineering hydrology, textbook of IV edition. McGraw Hill, New York
2.
Zurück zum Zitat Mishra SK, Jain MK, Singh VP (2004) Evaluation of the SCS–CN-based model incorporating, antecedent moisture. Water Resour Manag 18:567–589CrossRef Mishra SK, Jain MK, Singh VP (2004) Evaluation of the SCS–CN-based model incorporating, antecedent moisture. Water Resour Manag 18:567–589CrossRef
3.
Zurück zum Zitat Michel C, Andreassian V, Perrin C (2005) Soil conservation service curve number method: how to mend a wrong soil moisture accounting procedure? J Water Resour Res 41:W02011 Michel C, Andreassian V, Perrin C (2005) Soil conservation service curve number method: how to mend a wrong soil moisture accounting procedure? J Water Resour Res 41:W02011
4.
Zurück zum Zitat Sahu RK, Mishra SK, Eldho TI, Jain MK (2007) An advanced soil moisture accounting procedure for SCS curve number method. J Hydrol Process. 21:2872–2881CrossRef Sahu RK, Mishra SK, Eldho TI, Jain MK (2007) An advanced soil moisture accounting procedure for SCS curve number method. J Hydrol Process. 21:2872–2881CrossRef
5.
Zurück zum Zitat Kiran ST, Singh PVS, Trevedi TP (2001) Hydrologic response of a watershed to land use changes a remote sensing and GIS approach. Int J Remote Sens 22 Kiran ST, Singh PVS, Trevedi TP (2001) Hydrologic response of a watershed to land use changes a remote sensing and GIS approach. Int J Remote Sens 22
7.
Zurück zum Zitat Gangodagamage C, Agarwal SP (2001) Hydrological modelling using remote sensing and GIS. In: Asian conference on remote sensing, 5–9, Nov Gangodagamage C, Agarwal SP (2001) Hydrological modelling using remote sensing and GIS. In: Asian conference on remote sensing, 5–9, Nov
Metadaten
Titel
Runoff Volume Estimation by SCS-CN Method Through Arc-GIS Approach
verfasst von
Umank Mishra
Gowru Kiran Kumar
S. K. Gupta
P. Sarah Kiron
N. Vinay
Lubna Ara
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-15-6463-5_32

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