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Journal American Water Works Association | 1927

The Water Yield from Small Water Sheds in Iowa

Floyd A. Nagler

With the ever increasing pollution of our middle western streams by industrial and city sewage, it is becoming more difficult for towns situated in the river valleys to secure safe and usable water. It is only a matter of time until many Iowa municipalities will be forced to seek their water supply from the flow of small streams whose water sheds can be protected from all dangerous pollution, which is now the prevailing practice in New England. Even though the yield of Iowa streams is less than those in the East, the runoff from exceedingly small water sheds would prove adequate for the municipal supply of most of our Iowa towns. In some parts of Iowa this flow could be conducted by gravity to the municipality concerned, but, in many parts of the state, pumping would be required. With adequate storage, the average watershed may be expected to yield close to 300,000 gallons per day per square mile. In years of minimum flow, the stream may yield only onethird of this amount. But it is not a safe procedure to base a final estimate of the yield from a small stream upon the average behavior of its neighbors. More than all other types, small streams are deceptive. Unfortunately, very few records have been maintained from which the yield of small midwestern streams may be accurately determined. It is impossible to estimate their behavior from that of similar water sheds located either east or west of Iowa, even though both receive the same amount of precipitation. Stream flow observations have been maintained during portions of the past twenty-five years upon many of the larger streams of Iowa. A study of these records reveals a big difference in the average water yield per square mile of the larger streams within the state. If such differences exist in the water yield of the larger


Transactions of the American Society of Civil Engineers | 1929

Discussion of Precise Weir Measurements by Ernest W. Schoder and Kenneth B. Turner

H. W. King; Floyd A. Nagler; A. Streiff; Ralph L. Parshall; W. S. Pardoe; R. E. Ballester; Gardner S. Williams; Th. Rehbock; Erik G. W. Lindquist; Clemens Herschel


Transactions of the American Society of Civil Engineers | 1918

Obstruction of Bridge Piers to the Flow of Water

Floyd A. Nagler


Transactions of the American Society of Civil Engineers | 1931

Effect of Turbulence on the Registration of Current Meters

David L. Yarnell; Floyd A. Nagler


Transactions of the American Society of Civil Engineers | 1935

Flow of Water around Bends in Pipes

David L. Yarnell; Floyd A. Nagler


Archive | 1926

Flow of Water Through Culverts

David L. Yarnell; Floyd A. Nagler; Sherman M. Woodward


Archive | 1926

The flow of water through culverts.

David L. Yarnell; Floyd A. Nagler; Sherman M. Woodward


Monthly Weather Review | 1933

CERTAIN FLOOD-FLOW PHENOMENA OF IOWA RIVERS

Floyd A. Nagler


Transactions of the American Society of Civil Engineers | 1935

Closure of "Flow of Water around Bends in Pipes"

David L. Yarnell; Floyd A. Nagler


Eos, Transactions American Geophysical Union | 1932

Certain flood-flow phenomena of Iowa Rivers

Floyd A. Nagler

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