Published June 18, 2006
| Version v1
Conference paper
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CONJUNCTIVE USE OF SURFACE AND GROUNDWATER IN COASTAL DELTAS USING SIMULATED ANNEALING AND NEURAL NETWORKS
Authors/Creators
- 1. National Institute of Hydrology, Roorkee, UA, INDIA.
Description
The hydrology of Indian deltas is largely influenced by vagaries of monsoon
rainfall that affects groundwater recharge during monsoon season and surface water
availability during both monsoon and non-monsoon seasons. The irrigation here is
well developed from diversion structures. However, often the demand is not met
adequately during the non-monsoon season through surface water sources only,
especially in the lower reaches of deltaic plains. Excessive groundwater extraction
in these regions to meet the demand may lead to significant SWI. These twin issues
of water availability and SWI in coastal and deltaic regions may be addressed in
several approaches. Conjunctive utilization of surface and groundwater sources is
one of the approaches. The demand at any point in space during a given time period
may be met either from the surface source or groundwater source or from both.
Similarly, if enough surface water is available during a particular time period, it
can be used to recharge the groundwater reservoir at several demand centers, for
use at a later time. This increases the groundwater levels so that pumpage at a
later stage does not induce too much of SWI.
A conceptual conjunctive use model is presented for a near-real deltaic aquifer
system, irrigated from a diversion system, with some reference to hydro-geo-
climatic conditions prevalent in the east coastal deltas of India. Water resources
are sufficiently available in these regions under average monsoon rainfall
conditions. However, their distribution in space and time has been ever challenging
to water managers. The surface-water availability shows temporal fluctuations in
terms of floods and droughts. The groundwater availability shows mainly spatial
variability in terms of quality and quantity due to the hydro geologic setting,
boundary conditions, and aquifer properties. The combined simulation-optimization
model proposed in this study is solved as a nonlinear, non-convex combinatorial
problem using a simulated annealing algorithm and an existing sharp interface
model. The computational burden is managed within practical time frames by
replacing the flow simulator with artificial neural networks (ANN) and using
efficient algorithmic guidance.
Notes
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