2008
DOI: 10.1007/s11269-008-9273-5
|View full text |Cite
|
Sign up to set email alerts
|

Simulation-Optimization Modelling for Sustainable Groundwater Management in a Coastal Basin of Orissa, India

Abstract: The Balasore coastal groundwater basin of Orissa in eastern India is under a serious threat of overdraft and seawater intrusion. Two optimization models were developed in this study for the efficient utilization of water resources in Balasore basin during non-monsoon periods: (a) a non-linear hydraulic management model for optimal pumpage, and (b) a linear optimization model for optimal cropping pattern in integration with a calibrated and validated groundwater flow simulation model. Based on the simulation-op… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
33
0

Year Published

2010
2010
2022
2022

Publication Types

Select...
8
1

Relationship

1
8

Authors

Journals

citations
Cited by 52 publications
(33 citation statements)
references
References 25 publications
0
33
0
Order By: Relevance
“…Moliná et al (2009) proposed an integrated water management system to examine the aquifer overexploitation in Murcia (SE Spain). Rejani et al (2009) used a simulation-optimization model to determine the optimal pumping schedules and cropping pattern in wet, normal and dry years for sustainable groundwater management in a coastal basin of Orissa, India. El-Naqa and Al-Shayeb (2009) presented the groundwater protection and management strategy, and the impact of over-exploitation on groundwater aquifers in Jordan.…”
Section: Optimum Yieldmentioning
confidence: 99%
“…Moliná et al (2009) proposed an integrated water management system to examine the aquifer overexploitation in Murcia (SE Spain). Rejani et al (2009) used a simulation-optimization model to determine the optimal pumping schedules and cropping pattern in wet, normal and dry years for sustainable groundwater management in a coastal basin of Orissa, India. El-Naqa and Al-Shayeb (2009) presented the groundwater protection and management strategy, and the impact of over-exploitation on groundwater aquifers in Jordan.…”
Section: Optimum Yieldmentioning
confidence: 99%
“…Due to these computational advantages many application of these sharp interface solutions can be found to solve management optimization problems (AtaieAshtiani and Ketabchi, 2011;Sreekanth and Datta, 2011;Uddameri et al, 2014;). Although a direct use of finite difference groundwater flow models as MODFLOW code is not the most appropriate to modeling coastal aquifer processes, it is still a very employed approximation that can be useful to asses management alternatives in some cases (PulidoVelazquez et al, 2008;Rejani et al, 2009;Liu et al, 2010;Llopis-Albert and PulidoVelazquez, 2015;Hugman et al, 2015).…”
Section: Introductionmentioning
confidence: 99%
“…Particularly, the groundwater is more heavily relied on to fulfill water demands due to its wide spread distribution and potable quality (Vashisht 2015). For sustainable management, water planners must know how much available water exists in the hydrological system to guarantee supply to all requirements (urban, agriculture, industry) with renewable abstraction, especially in the wake of increasing population and urban, industrial and agricultural demands (Abdulla 2009;Rejani et al 2009). This fact is crucial in semiarid regions, well characterized by suffering a high degree of sensitivity to climate as consequence of highly variable rainfall, significantly lower than the evaporation rate (Mirzavand and Ghazavi 2014).…”
Section: Introductionmentioning
confidence: 99%