773 [=134] (V.2)

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773

per mile, the soil is of a con-
-sistency like that at the Futti-
-gurh head, the foundations how-
-ever, are laid in sand, but well
protected.

In other respects the detail
of construction is similar to that
which I have described as the
standard for all works of this
description.

The maximum high water
which will stand upon the
regulator at the Bolundshuhur
Branch Head is theoretically equal
to 8 feet, For the supply of
the branch under such circum-
-stances, it is sufficient to give
a superficial flow over the gates
and sleepers (which would be
adjusted accordingly), equal
toi 2 feet in depth; this agreeably
to the formula of discharge
which has been used throughout
these calculations would be equal
to 479.4 cubic feet per second.

These works are with the
exception of the arches built
entirely of blocks of kunkur,
brought form the quarries at
Bheel and Dotana. The arches are
of brick of the size used at
the Futtigurh Branch Head. The
grooves are lined, and capped
with Agra sandstonen slabs, and
the whole work is externally
stuccoed.

The proportions of material
used in the cement are:

1 part Kunkur Lime to
1/20th of white stone lime.

The

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