Sessional_Paper_1892 — Page 463

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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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