823 [=184] (V.2)

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823

by natural retrogression of bed
levels: it is possible that there
may be no necessity for the
construction of further permanent
works for the relief of the remain-
-ing 3.42 feet, to which the current
will in all probability adapt itself.

The Pandoo River in this
part of its course has all the ob-
-jections that the Rinde had, and
which in the case of the 3 escapes
above described, led to my preferring
the Eesun as a receptacle for our
waste water; having already
thrown so much water into the
channel of the Eesun, however,
I was not inclined to load it
with a further supply, and as
the Pandoo was more conveniently
situated with regard to the works,
at the particular distance at
which an escape had to be built,
I preferred taking advantage of its
channel even under the [disad-, struck through] obstacles
[-vantages, struck through] which have been above
explained, to pouring an addition-
-al volume during flood season
into the Eesun. The Eesun which
runs at a distance of 6 miles from
the canal on the line between
[Rouns?] and Kukwan is, however,
admirably adapted for escape
water, its capacity of channel
is great, and the channel itself
runs through an extensive and
deeply depressed valley; should,
therefore, the Dubowli Escape Head
whch constitutes the leading
work of the terminal buildings
and is provided with an escape
equal to 36 feet in width in
addition to the Dubowli Rajbuha
whose

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