427
: indst Iile Jeep Hal Jou titud set justozumaba MIDI .tinds 84nON OLIQUI saj vd #as
** Foto qajnost
38 2013 OCTA DE NGA .SETEMBRO ALAT VADA O'LUJ KAN ON
-UD3 VCAla bourquen van JERE UJ
to muzen Jaag 5.3 00 0
Judge DJ LUJOwalk Ber i
.#
-ALO
**
• €*qqu«»2«dew and guLIFESPAN
Hunday 2nd
muenos,oqiy usponadde * yel od bow 301ow to suo
beulupus given und #PAX TEJEV SAING ba
ICVT986* *U9154YAS 49a5d400LVUA DBAJ Lie Yo prozinie
- BIP3 663 brettunoo I • MUJOURS BIBOD * O* JKUJA 57 w
.BUCE@ST ¿Uivoiiet und 1.1 101J0oldo 33 kuqo bav Jonb
*OJEK 4990 4,Bugaal J 074 3 olan e
4
.videop LUA JADASTID
VAJ
Jua
*
low level
fat schelp.
*İ
*
Hurt on Low vel schema.
.B7OHOL. 20 beganeb ed of oldall wo bidae #948
30J MANJAY JAMS KOMİ ME ka dv=J?{00-3-163-2041 JEDN
+
nod (sov pandlust Lutzupos gima
-VOA CÀ MANUW BOA MOJ
3
Ca-J 065eagge JI
847 to new way to e02flow mond vION VAJJAL PAY 1001
vileinsdom ked andda ynoviuing wat oud to
Porfoolum and Tytam reservoirs, it was quite empty, owing to the drought.
I therefore made an examination of the sites of the several reservoirs, proposed by Mr. Cooper. It appeared to me that, on the whole, the best plan would be to construct a large reservoir in the Tytam valley, below the existing Reservoir, in order to collect, not only any overflow from the said Tytam Reservoir, but also the waters of several streams, which join the main stream, below the said reservoir. The water of the proposed low-level Reservoir was to be pumped up to the level of the tunnel, which carries the water of the Tytam Reservoir, to the Town.
10.
A Report, describing this scheme, in general terms, was submitted, locally. Surveys were commenced. A Preliminary Specification of the Pumping-Engines was prepared, and it was sent home through the usual channel. Various tenders for Pumping Engines have been considered on the spot; one has been selected, and an order to proceed with construction has been received by telegram.
11.
It might reasonably be asked why the erection of the Pumping Machinery should precede the construction of the Reservoir.
The answer to this question is as follows. Gaugings taken in the bed of the Tytam below the existing reservoir, showed that, during the extreme drought of 1901-1902, a flow of about one million gallons a day prevailed. If machinery had been available, this water might have been pumped to the town, forming a very welcome addition to the general supply.
Therefore, it appeared that no time should be lost in procuring the pumping engines. This proposition has, apparently, been accepted by the Local Government, witness the Telegram, which I have cited.
5
427
:
indst Iile Jeep Hal® Jou titud set justozumaba MIDI
.tinds 84nON OLIQUI saj vd #as
** Foto qajnost
38 2013 OCTA DE NGA
.SETEMBRO ALAT VADA O'LUJ KAN ON
-UD3 VCAla bourquen van JERE UJ
to muzen Jaag 5.3 00 0
Judge DJ LUJOwalk Ber i
.#
-ALO
**
• €*qqu«»2«dew and guLIFESPAN
Hunday 2nd
muenos,oqiy usponadde * yel od bow 301ow to suo
beulupus given und #PAX TEJEV SAING ba
ICVT986* *U9154YAS 49a5d400LVUA DBAJ Lie Yo prozinie
- BIP3 663 brettunoo I • MUJOURS BIBOD * O* JKUJA 57 w
.BUCE@ST ¿Uivoiiet und 1.1 101J0oldo 33 kuqo bav Jonb
*OJEK 4990 4,Bugaal J 074 3 olan e
4
.videop LUA JADASTID 瓷
VAJ
Jua
*
low level
fat schelp.
*İ
*
Hurt on Low vel schema.
.B7OHOL. 20 beganeb ed of oldall wo bidae #948
30J MANJAY JAMS KOMİ ME♬ ka dv=J?{00-3-163-2041 JEDN
+
nod (sov pandlust Lutzupos gima
-VOA CÀ MANUW BOA MOJ
3
Ca-J 065eagge JI
847 to new way to e02flow mond vION VAJJAL PAY 1001
vileinsdom ked andda ynoviuing wat oud to
Porfoolum and Tytam reservoirs, it was quite empty, owing
to the drougat.
I therefore made an examination of the sites of
It the several reservoirs, proposed by Mr. Cooper. appeared to me that, on the whole, the best plan would be to construct a large keservoir in the Tytam valley, below the existing Reservoir, in order to collect, not only any over- flow from the said Tytam Reservoir, but also the waters of several streams, which join the main stream, below the said reservoir. The water of the proposed low-level Reservoir was to be pumped up to the level of the tunnel, whion carries the water of the Tytam Reservoir, to the Town.
10.
A Report, describing this scheme, in general terms, was submitted, locally. Surveys were commenced. A Pre-
liminary Specification of the Pumping-Engines was prepared,
The
and it was sent home through the usual onanne 1. various tenders for Pumping Engines have been considered on the spot; one has been selected, and an order to proceed with construction has been received by telegram.
11.
It might russonably be asked why the erection of to precede toe Pumping Machinery should precede the construction of
nstruction
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Reservoir.
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The answer to this ques- tae proposed Storago-reservoir? tion is as follows. Gaugings taken in the bud of the Tytam
below the existing reservoir, shewed that, during the extreme drought of 1901-1902 • flow of about one million gailona a day prevailed. If machinery had been available, tnia water might have been pumped to the town, forming a
Therefore, very welcome addition to toe general supply.
it appeared that no time should be lost in procuring the pumping engines. This proposition has, apparently, been #ccepted by the Local Government, witness the Telegram,
waich I have cited.
5
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