to
with Brickwork backed
the Rock with concrete.
The vertical valve, well
+
to the centre. Live
of
Aud
way
flush
be near
may the Bank
be divided vertical
sketched - The valves being placed
in the dive
dividing partition
-
Bank
water level
inner Culvert and rise in the
the uver
half of the valve well the outer half and culvert will be dry when the valves are not open -
176
The proposed dimensions of the Bye Wash are ample - Concrete
should be used in the construction
of this work in place of puddle
vertical steps not
greater than
three feet should be formed
Outer Culvert.
Inner Culvert
with an inward slope
ao
Cross Section of Bank along of outlet Culvert and Valve
line of outer
well
The Midfeather in the valve
well should be
of cast iron.
The Valves to be fixed in
as indicated
it
The water will fill the
...
Longitudinal Section
of proposed Bye Wash.
All through the work Concrete should be used rather than
puddle, where there is
liability
of any wash, creek & water
to
with Brickwork backed
the Rock with concrete.
The vertical valve, well
+
to the centre. live
of
Aud
шау
flush
be near
may the Bank
be divided vertical
sketched - The valves being placed
in the dive
dividing partition
-
Bank
water level
inner Culvert and rise in the
the uver
half of the valve well the outer half and culvert with be dry when the valves are not open -
176
The proposed dimensions of the Bye Wash are ample - Concrete
should be used in the construction
of this work in place of pudale
vertical steps not
ater than
& greater
three feet should be formed
Outer Culvert.
Frever Culver
with an inward slope
ao
Cross Section of Bank along of outlet Culvert and Valve
live of oute
well
The Midfeather in the valve
well should be
Cast crow.
of cast
The Valves to be fixed in
as indicated
it
The water will fill the
ارمرز
Louphudinal Section
of propspored By was.
All through the work Concrete should be used rather than
puddle, where there is
liability
of
of any wash, creek & water
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