1.5 feet below the crest of the spillway.

_Flow of Pequanac River over Macopin dam, October 7-24, 1903._

[From Newark water department.]

Cubic feet.
Oct. 8, 6 a. m. to 12 m. 240,600
12m. to 4 p. m. 347,600
4 to 6 p. m. 842,200

8-9, 6 p. m. to 6 a. m. 40,110,000

9, 6 a. m. to 12 m. 51,870,000
12m. to 1 p. m. 15,100,000
1 to 5 p. m. 62,430,000
5 to 10 p. m. 89,040,000
10 to 11 p. m. 19,520,000

9-10, 10 p. m. to 8 a. m. 201,350,000

10, 8 a. m. to 12 m. 75,670,000
12 m. to 6 p. m. 103,650,000
6 to 12 p. m. 73,530,000

11, 12 to 6 a. m. 56,820,000
6 a. m. to 12m. 41,440,000
12 m. to 6 p. m. 32,755,000
6 to 12 p. m. 25,665,000

12, 12 to 6 a. m. 23,800,000
6 a. m. to 12m. 20,725,000
12 m. to 6 p. m. 18,450,000
6 to 12 p. m. 15,105,000
13, 12 to 6 a. m. 13,370,000
6 a. m. to 12 m. 11,890,000
12 m. to 6 p. m. 11,230,000
6 to 12 p. m. 11,230,000

14, 12 to 6 a. m. 9,626,000
6 a. m. to 12 m. 8,690,000
12 m. to 6 p. m. 8,022,000
6 to 12 p. m. 7,353,000

15, 12 to 6 a. m. 6,952,000
6 a. m. to 6 p. m. 12,700,000
15-16, 6 p. m. to 6 a. m. 10,965,000

16, 6 a. m. to 6 p. m. 10,025,000
16-17, 6 p. m. to 6 a. m. 9,091,000

17, 6 a. m. to 6 p. m. 8,690,000
17-18, 6 p. m. to 6 a. m. 9,893,000

18, 6 a. m. to 6 p. m. 10,565,000
18-19, 6 p. m. to 6 a. m. 8,690,000

19, 6 a. m. to 6 p. m. 6,952,000
19-20, 6 p. m. to 6 a. m. 6,150,000

20, 6 a. m. to 6 p. m. 5,882,000
20-21, 6 p. m. to 6 a. m. 5,749,000

21, 6 a. m. to 6 p. m. 5,481,000
21-22, 6 p. m. to 6 a. m. 5,214,000

22, 6 a. m. to 6 p. m. 4,144,000
22-23, 6 p. m. to 6 a. m. 3,677,000

23, 6 a. m. to 6 p. m. 3,877,000
23-24, 6 p