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output per unit of water was computed based on proportionate allocation of canal supplies to paddy areas and satellite
derived paddy production. This performance indicator showed increasing efficiency of water use for paddy production. The
satellite data analysis had facilitated the identification of canals with poor performance in respect of irrigation intensity,
paddy yield and water use efficiency.
Table 2 System performance of Bhadra project through the years
(tonnes/m°)
Parameters Rabi season
1986-87 . 1989-90 1992-93 . 1993-94
Irrigated crop area (ha) 73,529 67,366 88,424 84,412
Percentage of paddy area 56 31 69 69
Average paddy (rough paddy) yield (tonnes/ha) 3.8 5.4 4.7 4.9
Depth of water application (m/ha) 1.06 1.04 0.80 0.86
Area irrigated per unit volume of water (ha/ham) 0.94 0.96 1.25 1.16
Paddy (rough paddy) output per unit of land (tonnes/ha) 3.8 5.4 4.7 4.9
Paddy (rough paddy) output per unit volume of water 0.3 0.4 0.5 0.5
4.2 Chronological synchronization between crop calendar and water delivery
An ideal irrigation system should meet the water requirements
all crops in its command during all the physiological stages.
The existing water discharge pattern is compared with crop
calendar derived from satellite data. Here the emphasis is on
the chronology of canal operation but not on the volume of
water supplied. Multi date NDVI statistics over paddy area was
generated for each distributary. The satellite over passes
represent in general broad spectrum of paddy growth cycle from
panicle initiation to grain formation. Analysis of NDVI profiles
of various distributaries revealed three distinct growth patterns
of paddy crop. Murthy et al, (1998) interpreted these growth
profiles with the aid of ground truth and derived the crop
calendar information for each profile indicating the estimated
time of transplantation and crop harvest for paddy crop
corresponding to each NDVI profile. Consequently, the
distributaries of the command area were grouped in to three
categories namely early transplantation (first fortnight of
February), normal transplantation (second fortnight of
February) and late transplantation (first fortnight of March).
The spatial variability in canal opening and closure is derived
from ground data and was compared with with satellite derived
crop calendar. This analysis which was done in GIS
environment, had resulted in the identification of 21
distributaries in two categories. The first category of
distributaries has a lag of 30 days and the second category has
a lag of 20-30 days between canal closure i.e., cessation of
water supply and crop harvesting (figure 3). The time lag
between canal closure and harvesting could be explained in
relation to paddy growth cycle and water requirements in
various stages to infer the implications. About 4-7 days prior to
maturity, water is let out completely, to facilitate harvesting.
Therefore, in the first category distributaries, the effective
duration water shortage for crop is 16 days assuming that one
week before harvest no water is needed and the fields continue
to get water for one week after canal closure. During this period
Bhadra Project
Command Area
i
| VANGER
ax Ld,
n hd
MALEBENNUR X
SANTI SAGAR
LH Lag of 30 days
BHADRAVATHI :
Lag of 20-30 days
BHADRA E
m
Figure 3 Time lag between cessation of water
supply and crop harvest
the crop would be in grain formation stage which may result in yield reduction subsequently. In the second category of
International Archives of Photogrammetry and Remote Sensing. Vol. XXXIII, Part B7. Amsterdam 2000. 269