An investigation of the flow of water through submerged orifices and pipes (1909)
Robinson, Ward Reid · leaf 46
ject. One prominent element in the results is the point atwhich the coefficients of discharge and loss commence tovary markedly from a constant value. The diagrams havethe same general characteristics as those obtained fromprevious experiments. Fig. 5 indicates the effect whichaccuracy and care in… … i 20 series were made at velocities lower than this, and thecoefficients were the same as those ohtained for the high-er velocities and remained constant until a much slowervelocity than the limiting value named ahove. The reason for this change in the position of a partof the curve was not at…
Pipe · Hydraulics · Hydrodynamics · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
