(B) = Cubic Feet per Second. (C) = Gallons per 24 Hours. ------------------------------+-------+--------+---------+--------- | | Discharge. | Pipe-line. | +--------+---------+ | (A) | (B) | (C) | Remarks. ------------------------------+-------+--------+---------+--------- Hemlock Lake | 87.3 |10.83124|7,000,000| ” ” | 99.7 |10.83124|7,000,000| 1892. Rush Lake to Mt. Hope | 96.5 |10.83124|7,000,000+--------- Sudbury aqueduct |140.14 | | | ” ” |142.11 | | | Pipe new ” ” |144.09 | | | 1880. | | | +--------- | | | | After | | | | cleaning, ” ” |139.94†| | | 1894-95. ” ” |141.74†| | | Before ” ” |143.16†| | | cleaning, | | | |_c_ = 108 | | | +--------- East Jersey Water Co. |103.3 | 58.02 |7,500,000| 1891. Timber-stave pipe, Ogden, Utah| 72 | | | 1897. ” ” ” | 96 | | | ” ” ” |109 | | | ” ” ” |115 | | | ” ” ” |119 | | | ” ” ” |122 | | | ” ” ” |124 | | | ” ” ” |126 | | | ------------------------------+-------+--------+---------+--------- † These values correspond to the formula _c_ = 131.88_v_⁰˙⁰⁴⁵. TABLE XVI.