Table No. 1.
459
Shewing discharge from Pump, Kowloon Well No. 1, February 12th to March 16th, 1892.
Date.
Time.
Meter reading. Discharge gallons. No. of hours.
Rate per 24 hours. Gallons.
1892.
February 12th,.
5.00 p.m.
192,500
4
4
15th,
5.45
681,000
488,500
72.75
161,000
""
""
18th,.
4.30
1,121,000
440,000
70.75
149,000
55
24th,.
4.45
2,067,000
946,000
144.25
157,000
March
2nd,
5.00
"
3,064,000
997,000
168.25
142,000
"
4th,...
4.30
3,302,000
238,000
47.50
120,000
7th,.
3.30
29
3,655,700
353,700
71.00
120,000
8th,.
3.30
"
3,783,300
127,600
24.00
127,600
19
55
9th,.
3.30
73
3,910,200
126,900
24.00
126,900
"
10th,.
3.30
4,042,500
- 132,300
24.00
132,300
19
11th,
3.30
15
4,171,200
128,700
24.00
128,700
12th,
3.30
"
4,308,700
137,500
24.00
137,500
29
"
13th,..
3.30
77
4,434,200
125,500
24.00
125,500
27
14th,.
3.30
לל
4,561,700
127,500
24.00
127,500
15th,.
3.30
""
4,674,800
113,100
24.00
113,100
"
16th,
3.30
12
4,801,100
126,300
24.00
126,300
January,
February,
March,
April,
May,
June,
July,
August,
September,
October,
November,
December,
Month.
NOTE. Rainfall during March from 1st to 16th, 1.935 inches.
Table No. 2.
Shewing Monthly Rainfall 1891 and 1892.
1891.
1892.
Mean (39 years).
0.040
0.520
*0.98 inches.
0.245
1.250
1.32 19
2.575
3.900
3.24 ""
3.155
11.595
5.27 21
27.995
12.54
21.650
******
15.81
22.870
15.98
19
16.135
14.85 *
11.430
12.65 JJ
5.695
5.36 22
2.300
1.955
1.17 1.00
"
SE
116.045
KOWLOON WATER SUPPLY 1892.
SUMMARY OF ESTIMATE.
Main to Pumping Station and Reservoir,
Distribution Works, Kowloon Point,
Distribution Works, Hunghom,
Distribution Works, Mongkoktsui,.
Construction of Reservoir,
Sinking Well and Preparation of Drainage Area, No. 2,.
Sinking Well and Preparation of Drainage Area, No. 3,..........
Distribution Works, Yaumati,
4,000
4,800
.10,000
.12,400
.17,700
5,900
200
+
7,000
Construction of Pumping Station Buildings, Pumping Machinery,
7,500
.12,000
$81,500
CONTINGENCIES,..
8,500
TOTAL,
$90,000
90.17 inches.
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