Hill; WoUheim 167

for sewers, Moore 165



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Diagram for sewer design, Talbot ; Bailey; Adams a

mell

for sewer, Hering

for flow, FitzGerald



Discharge of rainfall by sewers 44

Rochester percenlages of rainfall 4g

Dow on diagram for run-off 77

Dubual, laws of flowing water 144

East Orange, ground- water at 124

Egg-shaped sewers igi

Egg-shape, gain in velocity over circular 192

Equation of rainfall rate for Rochester 3B

Equations of rainfall rates, comparative table 40

Examination of soil 20

Eytelwein's formula 144

Fan system of laying out 180

Faucet, amount of water for one 109

Field-Waring flush-tank 197

Fires, amount of water used for 106

Flow, formula; for 143

Flushing, separate vs. combined 7, 9

Flushing, general methods 194

Flushing -sewers, amount of water used for 106

Flushing-waves, thesis of Fort & Fitkins 137

FInsh-tank, Field- Waring 197

Miller 202

position of 186

Rhoads-WillianiS igg

Flush-tanks, use of 3, 5

Van Vranken 196

Fljnn's tables 159

Folwetl on flush-tanks sta

Formula, Adams, for run' off 63

Baiin's, for flow 148

BUrkli-Zieglcr's, for run-off 69

Hawksleys, for run-off 66

Humphreys & Abbot's, for flow 150

Kntter's, for flow 136



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Formula McMAth'i, for mn-oS 71

RobinsoD's, for flow ijj

Santo Crimp's, for flow 151

Formulae for flow I43

for runKiff 64

Fountains, water used for 106

Gagings of Sudbury River 5a

Gas-pipe, location 16

Grades, minimum, for sewers 141

Gray on Providence sewers 97

on run-off in Baltimore 71

Ground-water in separate system ,. 