34
300
196
crofa
72. Sewers. All Sewage would be thus delivered at all times into water of certain depth; instead of (as at present) being delivered on a
73. polluted foreshore adopted, these reservoirs should be strongly constructed of an oblong shape, with the two outer corners squared off.
us so equal to that of the feeding sewer. These outlets should be carefully the same, nearly the same, level as low water. neaptides: and for the admission of the rising tides (when nearly at full,) to have openings protected by swing traps, (opening inwards.) within the limits of high water it being their outer fronts sufficient to have them on and two ends.
74. Thus, the reservoirs being filled once in each successive tide, the contents would serve by pressure to scour them out at the following low water, on and fitted with outlets squared the area each of the faces of each of these outlets being the stances being opened for that purpose of Course during floods fitted with lifting sluice gates worked from above by rack and pinion; and to secure the rise and fall of the tides, as a means of additional scour for these reservoirs, it is proposed to have the bottom of them further on
75. that of the feeding sewer. ... ... ...
76. The Committee are strongly of opinion, that the adoption of this scheme would materially relieve the lower part of
... ... ...
72. Sewers. All Sewage would be this
delivered at all times into water of
certain depth; instead of (as an present) being delivered on a
73.
polluted foreshore
adopted, these reservoirs should
be strongly constructed of
an
oblong shape,
with the tivo outer corners squared off.
us so
equal to that of the feeding sewer.
These outlets should be carefully
the
same,
nearly
the
same,
level as low water.
neaptides: and for the admifsion of the rising tides (when nearly at full,) to have openings protected by swing traps, (opening inwards.) within the limits of high water it being
their outer fronts
sufficient to have them
on
and two ends.
74.
Thus, the reservoirs being filled
once in each successive tide, the contents would
serve by pressure to scour them out at the
following
low water,
on
and
fitted
with outlets
squared the area
each of the faces
of
each
of
these outlets being
the stances being opened
for
that
purpose
of
Course during floods
fitted
tted with
lifting sterice
gates
worked from
above
by
from heavy rains these
rains these shrices would be left
open during such extra pressme.
76,
The Committee are
strongly of
opinion, that the adoption of this scheme would materially relieve the lower part of
rack and pinion; and to secure
the rise and
fall of the tides, as a means of additional scone for these reserovirs, it is proposed to have the bottom of them
furthe
the
on
becomes34
300
196
crofa
72. Sewers. All Sewage would be thus delivered at all times into water of certain depth; instead of (as at present) being delivered on a
73. polluted foreshore. Adopted, these reservoirs should be strongly constructed of an oblong shape, with the two outer corners squared off.
...us so equal to that of the feeding sewer. These outlets should be carefully the same, nearly the same, level as low water neap tides: and for the admission of the rising tides (when nearly at full) to have openings protected by swing traps (opening inwards) within the limits of high water it being their outer fronts sufficient to have them on and two ends.
74. Thus, the reservoirs being filled once in each successive tide, the contents would serve by pressure to scour them out at the following low water, on and fitted with outlets squared the area each of the faces of each of these outlets being the stances being opened for that purpose. Of course during floods fitted with lifting sluice gates worked from above by rack and pinion; and to secure the rise and fall of the tides, as a means of additional scour for these reservoirs, it is proposed to have the bottom of them further on
75. ...
76. The Committee are strongly of opinion, that the adoption of this scheme would materially relieve the lower part of ...
34
300
196
crofa
72.
Sewers.
All Sewage would be this
delivered at all times into water of
certain depth; instead of (as an present) being delivered on a
73.
polluted foreshore
adopted, these reservoirs should
be strongly constructed of
an
oblong shape,
with the tivo outer corners squared off.
us so
equal to that of the feeding sewer.
These outlets should be carefully
same,
nearly
the
same,
level as low water.
neaptides: and for the admifsion of the rising tides (when nearly at full,) to have openings protected by swing traps, (opening inwards.) within the limits of high water it being
their outer fronts
sufficient to have them
and two ends.
on
Thus, the reservoirs being filled
once in each successive tide, the contents would
serve by pressure to scour them out at the
following
low water,
on
and
75.
fitted
with outlets
squared the area
each of the faces
of
each
of
these outlets being
the stances being opened
74.
for
that
purpose
of
Course during floods
fitted
tted with
lifting sterice
gates
worked from
above
by
from heavy rains these
rains these shrices would be left
open during such extra pressme.
76,
The Committee are
strongly of
opinion, that the adoption of this scheme would materially relieve the lower part of
rack and pinion; and to secure
the rise and
fall of the tides, as a means of additional scone for these reserovirs, it is proposed to have the bottom of them
furthe
the
on
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