. Water Supply and Irrigation Papers of the United States Geological Survey. A. CURRENT-METER STATION AT LOS ANGELES, B. BRIDGE STATION AND CROSS SECTION OF and depth method. INTRODUCTION. 21 discharge of the stream. (For a discussion of methods of computingthe discharge of a stream see Engineering News, June 25, 1908.) Depths for the determination of the area are usually obtainedby sounding with the current meter and cable. In rough sectionsor swift current an ordinary weight and cable are used, particularcare being taken that all observations shall be in the
. Water Supply and Irrigation Papers of the United States Geological Survey. A. CURRENT-METER STATION AT LOS ANGELES, B. BRIDGE STATION AND CROSS SECTION OF and depth method. INTRODUCTION. 21 discharge of the stream. (For a discussion of methods of computingthe discharge of a stream see Engineering News, June 25, 1908.) Depths for the determination of the area are usually obtainedby sounding with the current meter and cable. In rough sectionsor swift current an ordinary weight and cable are used, particularcare being taken that all observations shall be in the plane of the crosssection. Two methods of determining the velocity of flow of a stream arein general use—the float method and the current-meter method. The float method with its various modifications of surface, sub-surface, and tube or rod floats is now considered obsolete in the or-dinary practice of the United States Geological Survey. The use ofthis method is limited to special conditions, where it is impracticableto use the current meter, such as in places where large quantities ofice or debris which may damag
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