The problem of planning intraseasonal irrigation requirements for the
reservoir based projects with an extensive water distribution network
is addressed. The network is hierarchical and consists of canals, dist
ributaries or laterals and field turnouts or outlets. irrigation requi
rements are estimated by considering the problem at two levels. At the
first level, the intraseasonal weekly and biweekly irrigation require
ments of crops at the field turnouts are estimated by a daily two laye
r soil water balance model. At the second level, the field level water
requirements are transferred to the upstream nodes of the water distr
ibution network after accounting for conveyance losses by a simple hyd
raulic model for flow in canals. The main questions examined are (i) w
hether there are significant year to year fluctuations in intraseasona
l field level irrigation requirements of crops and (ii) whether a reli
able sequence of target weekly/biweekly reservoir releases can be deri
ved for irrigation planning at the project level. This is done in the
context of a case study irrigation project in India. (C) 1998 Elsevier
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