Integrated Basin-Scale Modelling for Sustainable Water Management Using MIKE HYDRO Basin Model: A Case Study of Parvati Basin, India

被引:0
|
作者
Agrawal, Abhishek [1 ]
Kothari, Mahesh [1 ]
Jaiswal, R. K. [2 ]
Gautam, Vinay Kumar [3 ]
Pande, Chaitanya Baliram [4 ]
Ahmed, Kaywan Othman [5 ]
Refadah, Samyah Salem [6 ]
Khan, Mohd Yawar Ali [7 ]
Abdulqadim, Tuhami Jamil [7 ]
Durin, Bojan [8 ]
机构
[1] Maharana Pratap Univ Agr & Technol, Dept Soil & Water Engn, Udaipur 313001, Rajasthan, India
[2] Natl Inst Hydrol, Cent India Hydrol Reg Ctr CIHRC, Bhopal 462001, Madhya Pradesh, India
[3] Cent Agr Univ Imphal, Coll Post Grad Studies Agr Sci, Sch Nat Resource Management, Umiam 7931303, Meghalaya, India
[4] Al Ayen Univ, Sci Res Ctr, New Era & Dev Civil Engn Res Grp, Nasiriyah 64001, Thi Qar, Iraq
[5] Tishk Int Univ, Fac Engn, Dept Civil Engn, Sulaimani 46001, Kurdistan, Iraq
[6] King Abdulaziz Univ, Fac Arts & Humanities, Dept Geog & GIS, Jeddah 21589, Saudi Arabia
[7] King Abdulaziz Univ, Fac Earth Sci, Jeddah 21589, Saudi Arabia
[8] Univ North, Dept Civil Engn, Varazhdin 42000, Croatia
关键词
irrigation demand and deficit; MIKE; 11; NAM; MIKE HYDRO basin; scenarios analysis; water resource management; CLIMATE-CHANGE; DEFICIT IRRIGATION; RIVER; RUNOFF; AGRICULTURE; RELIABILITY; CALIBRATION; STRATEGIES; ACCURACY; SYSTEM;
D O I
10.3390/w16192739
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Modelling at the basin scale offers crucial insights for policymakers as they make decisions regarding the optimal utilization of water resources. This study employed the MIKE HYDRO Basin model to analyse water demand and supply dynamics in the Parvati Basin of Rajasthan, India, for the period 2005-2020. The MIKE11 NAM model showcased strong alignment between simulated and observed runoff during both the calibration (NSE = 0.79, PBIAS = -2%, R2 = 0.79, RMSE = 4.95, RSR = 0.5, and KGE = 0.84) and validation (NSE = 0.67, PBIAS = -12.4%, R2 = 0.68, RMSE = 8.3, RSR = 0.62, and KGE = 0.67) phases. The MIKE HYDRO Basin model also exhibited excellent agreement between observed and simulated reservoir water levels, with R2, NSE, RMSE, PBIAS, RSR, and KGE values of 0.86, 0.81, 3.87, -2.30%, 0.43, and 0.88, respectively. The MIKE HYDRO Basin model was employed to create six distinct scenarios, considering conveyance efficiency, irrigation method, and conjunctive water use, to assess irrigation demands and deficits within the basin. In the initial simulation, featuring a conveyance efficiency of 45%, flood irrigation, and no groundwater utilization, the average water demand and deficit throughout the study period were estimated as 43.15 MCM and 3.45 MCM, respectively, resulting in a sustainability index of 0.506. Enhancing conveyance efficiency to 75% under flood irrigation and 5% conjunctive use could elevate the sustainability index to 0.92. Transitioning to sprinkler irrigation and a lift irrigation system could raise the system's sustainability index to 1. These developed models hold promise for real-time reservoir operation and irrigation planning across diverse climatic conditions and varying cropping patterns.
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页数:19
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