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Abstract
Using a MOD Clark model of WMS 9.1 hydrologic modelling wizard we are able to delineate a watershed, create a grid from the delineated watershed, and compute watershed geometric and hydrologic parameters from geometric, land use, and soil data. And then after using a MODClark model in HMS 3.5 to obtain a hydrograph. And the parameters values can be easily checked and compared.
Keywords: Modclark, HMS, Hydrograph, Hydrologic modeling##plugins.themes.academic_pro.article.details##
How to Cite
Jedhe, Y. S. (2014). Khadakwasla watershed Modeling using HEC-HMS Modclark Transform. International Journal of Emerging Trends in Science and Technology, 1(09). Retrieved from https://igmpublication.org/ijetst.in/index.php/ijetst/article/view/403
References
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[2] Brian C. Hoblit (1) and David C. Curtis, Ph.D. (2)(2001) Integrating Radar Rainfall Estimates with Digital Elevation Models and Land Use Data to Create an Accurate Hydrologic Model* Presented at the Floodplain Management Association Spring 2001 Conference, San Diego, California, March 13 – 16.
[3] Evans, Thomas, and Pabst, Art (1998). "Standard Hydrologic Grid in Spatial Hydrologic Modeling," U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[4] Doan, James (2000). "HEC-GeoHMS Tools for Hydrologic Modeling," Proceedings from the 20th Esri International User Conference, San Diego, CA. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[5] McPherson, Mathew, and Henneman, Heather (2000). "DEM Processing for Hydrologic Modeling Studies," Proceedings from the 20th Esri International User Conference, San Diego, CA. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[6] Jarrett, Robert D. (1984). "Hydraulics of High-Gradient Streams," U.S. Geological Survey, Lakewood, CO, Journal of Hydraulic Engineering, Vol.110, No.11, November 1984
[2] Brian C. Hoblit (1) and David C. Curtis, Ph.D. (2)(2001) Integrating Radar Rainfall Estimates with Digital Elevation Models and Land Use Data to Create an Accurate Hydrologic Model* Presented at the Floodplain Management Association Spring 2001 Conference, San Diego, California, March 13 – 16.
[3] Evans, Thomas, and Pabst, Art (1998). "Standard Hydrologic Grid in Spatial Hydrologic Modeling," U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[4] Doan, James (2000). "HEC-GeoHMS Tools for Hydrologic Modeling," Proceedings from the 20th Esri International User Conference, San Diego, CA. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[5] McPherson, Mathew, and Henneman, Heather (2000). "DEM Processing for Hydrologic Modeling Studies," Proceedings from the 20th Esri International User Conference, San Diego, CA. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
[6] Jarrett, Robert D. (1984). "Hydraulics of High-Gradient Streams," U.S. Geological Survey, Lakewood, CO, Journal of Hydraulic Engineering, Vol.110, No.11, November 1984