To secure the best results the amount of coagulant used must be proportioned to the condition of the water; the amount varies from one-quarter grain to two grains per gallon, the exact amount for any water being determined by experiment. If sufficient coagulant is not fed to the raw water, it will result in an inferior filtrate, and if too much coagulant is used, it will not only increase the cost of operation, but coagulant will pass through the filter bed to the delivery mains. Some waters are so soft that insufficient base is present for coagulant to react upon. When such is the case a base, usually of lime, is also added to the raw water.

Coagulant Pump 131

Fig. 110

To feed coagulant to the raw water, some form of pump or apparatus is required that will be automatic in operation and feed a measured quantity of coagulant proportional to the quantity of water. A meter pump for this purpose is shown in Fig. 110. A coagulant solution of the required strength is mixed in wooden coagulant tank, a, which is connected by feed pipes to a meter-actuated duplex pump, b.

Table XL - Efficiency Of Filters

Date March, 1904

Hour

Bacteria per C. C

Percentage

Reduction

Efficiency Kilters

Parts per Million

B. Coli. Communis

Amount of Ferrous

Sulphate Used Grains per Gallon

Amt. of Caustic Lime Used. Grains per Gal.

Gallons of Water Filtered

Applied Water

Filtered Water

Alkalinity

Ferrous Iron

Fe, Filtered

Water

Caustic Lime

Ca O, Filtered

Water

Chlorine Applied Water

Turbidity Applied Water

Applied Water

Filtered Water

Applied Water

Filtered Water

7th

1.15 p.m.

76,800

248

99.67

78.0

77.0

None

None

17.5

200

Present

Absent

2 52

.64

3,498,600

7th

4.00 p.m.

93,330

310

99.66

7th

5.00 p.m.

109.800

222

99.79

7th

9.30 p.m.

97,720

198

99.79

8th

11.00 a.m.

54,900

590

98 82

79.0

70.0

None

None

15.0

200

Present

Absent

2.96

.56

3,447,640

8th

1.00 p.m.

48.730

184

99 62

8th

2.30 p.m.

46,810

280

99.40

8th

5.30 p.m.

52,780

230

96.56

9th

12.00 m.

27,450

230

99.16

81.0

70.0

None

None

14.0

140

Present

Absent

2.99

.56

3,493,700

9th

2.15 p m.

26,460

94

99.64

9th

4.00 p.m.

28,110

190

99 32

9th

5.00 p.m.

27,840

130

99.53

10th

7.00 a.m.

56,700

142

99.74

81.0

78.0

None

None

16.0

140

Present

Absent

2.62

.56

3,451,660

10th

3.20 a.m.

57,900

112

99.80

10th

11.00 a.m.

55,800

184

99.67

10th

2.00 p.m.

53,760

210

99.60

11th

1 00 p. m

40,530

104

99.74

82.0

78.0

None

None

14.5

130

Present

Absent

2.80

.57

3,441,800

11th

5.00 p.m.

38,700

128

99.66

11th

7 00 p.m.

35,400

72

99.79

11th

9 30 p.m.

33,300

96

99.71

12th

4.00 p.m.

46,710

140

99.70

84.0

82.0

None

None

18.0

60

Present

Absent

2.67

.60

3,312,400

12th

5.00 p.m.

47,7(10

38

99.92

12th

7.00 p.m.

48,600

116

99.75

12th

9.00 p.m.

49,830

134

99.73

Avge.

52,292

182

99.65

81.0

74.8

None

None

15.8

145

Present

Absent

2.76

.58

3,424,300

Remarks

Filtered water in perfect physical condition, being free of turbidity and color and very brilliant and sparkling. Average rate, 110,010,000 gallons per acre.

As will readily be seen, this has been a week of bad water. The large number of bacteria in the applied water, in connection with large sewage contamination, have made obligatory a larger use of chemicals than is necessary under normal conditions. Turbidity and chlorine contents have also been high.

With sulphate of iron at $9.00 per ton and caustic lime at $5.00 per ton, the chemical cost for the week would average $1.77 for iron and 21 cents for lime; total, $1.98 per 1,000,000 gallons filtered.

It has been shown by rather extensive experiments conducted at this station that to accomplish the same work with alum there is required fully as much alum as iron sulphate, and with high turbidities a trifle freer use of alum obtains. It is probable, therefore, that an average use of 3 grains of alum per gallon would have been necessary to get the same percentage reduction. With alum at $20 per ton, the cost would have been $4.25 per million filtered, or a saving of $2.30 per 1,000,000 gallons filtered in favor of the iron process.

(Signed) C. Arthur Brown, Superintendent. March 20, 1904.

The meter measures the quantity of raw water passing through; the raw water operates the pumps which discharge a proportional quantity of solution into the raw water. All working parts of a pump or other coagulant apparatus should be made of bronze to withstand the corroding effects of sulphate of alumina or sulphate of iron, which energetically attacks and destroys iron.