10. APPLICATION OF REMOTE SENSING AND GIS FOR DETERMINING CURVE NUMBER IN ESTIMATING RIVER BASIN SURFACE FLOWS
Thanh bên bài viết
Đã nộp
17 Tháng ba 2022
Đã xuất bản
3 Tháng một 2022
Các từ khóa:
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Viễn thám Remote sensing
Giới thiệu
Water discharge is valuable information for strategies on exploitation management, erosion control, determination of flow trends, flood forecasting, and assessing the impact of climate change on water flows. Hydrological models were developed in response to the need for tractable techniques that could simplify the relationships between rainfall and runoff. The runoff curve number so called a curve number is an empirical parameter used for forecasting and quantifying runoff. This study aims to estimate the curve number index based on remote sensing and GIS (geographic information system) in the Vu Gia - Thu Bon river basin.
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Trích dẫn
[1]. Nayak, T., Verma, M. K., & Bindu, S. H. (2012). SCS curve number method in Narmada basin. International Journal of Geomatics and Geosciences, 3 (1), 219 - 228.
[2]. Ibrahim - Bathis, K., & Ahmed, S. A. (2016). Rainfall-runoff modelling of Doddahalla watershed - an application of HEC-HMS and SCN-CN in ungauged agricultural watershed. Arabian Journal of Geosciences, 9 (3), 170.
[3]. Gajbhiye, S. and Mishra, S.K., (2012). Application of NRSC-SCS curve number model in runoff estimation using RS and GIS. In: IEEE International conference on advances in engineering, science and management (ICAESM 2012).
[4]. AnubhaTopno, S. A., & Vaishya, R. C. (2015). SCS CN Runoff Estimation for Vindhyachal Region using Remote Sensing and GIS. Allahabad.
[5]. Rawat, K. S., & Singh, S. K. (2017). Estimation of surface runoff from semi-arid ungauged agricultural watershed using SCS-CN method and earth observation data sets. Water conservation science and engineering, 1 (4), 233 - 247.
[6]. Seth SM, Kumar Bhism, Thomas T, Jaiswal RK (1998). Rainfall-Runoff Modelling for Water Availability Study in Ken River Basin Using SCS-CN Model and Remote Sensing Approach. Technical Reports, National Institute of Hydrology, Roorkee, No. CS/AR-12/97-98.
[7]. SCS (1972). National engineering handbook section 4: hydrology, chapter 4. Soil Conservation Service. Washington, DC: USDA.
[2]. Ibrahim - Bathis, K., & Ahmed, S. A. (2016). Rainfall-runoff modelling of Doddahalla watershed - an application of HEC-HMS and SCN-CN in ungauged agricultural watershed. Arabian Journal of Geosciences, 9 (3), 170.
[3]. Gajbhiye, S. and Mishra, S.K., (2012). Application of NRSC-SCS curve number model in runoff estimation using RS and GIS. In: IEEE International conference on advances in engineering, science and management (ICAESM 2012).
[4]. AnubhaTopno, S. A., & Vaishya, R. C. (2015). SCS CN Runoff Estimation for Vindhyachal Region using Remote Sensing and GIS. Allahabad.
[5]. Rawat, K. S., & Singh, S. K. (2017). Estimation of surface runoff from semi-arid ungauged agricultural watershed using SCS-CN method and earth observation data sets. Water conservation science and engineering, 1 (4), 233 - 247.
[6]. Seth SM, Kumar Bhism, Thomas T, Jaiswal RK (1998). Rainfall-Runoff Modelling for Water Availability Study in Ken River Basin Using SCS-CN Model and Remote Sensing Approach. Technical Reports, National Institute of Hydrology, Roorkee, No. CS/AR-12/97-98.
[7]. SCS (1972). National engineering handbook section 4: hydrology, chapter 4. Soil Conservation Service. Washington, DC: USDA.
Các tác giả
Trinh Hoai, T., & Bui Thi Thuy, D. (2022). 10. APPLICATION OF REMOTE SENSING AND GIS FOR DETERMINING CURVE NUMBER IN ESTIMATING RIVER BASIN SURFACE FLOWS. Tạp Chí Khoa học Tài Nguyên Và Môi trường, (39), 105–110. Truy vấn từ https://tapchikhtnmt.hunre.edu.vn/index.php/tapchikhtnmt/article/view/384
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