Laserfiche WebLink
<br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />approach was devised that arrives at an efficient set of decisions, !' <br /> <br />if not at the true optimum. The approach begins with an initial feasible <br /> <br />set for N, which may be supplied externally by the analyst or is developed <br /> <br />by the approach itself. If internal specification of the initial set of N <br /> <br /> <br />is desired, the requirements for minimum visits to each of the stations <br /> <br />are satisfied in a least cost manner. Any money remaining after these <br /> <br />constraints are satisfied is allocated to trips on routes that reduce the <br /> <br />total uncertainty in an economically efficient manner. Because these two <br /> <br />steps guarantee only a feasible set of decisions, the initial set of <br /> <br />decisions is manipulated iteratively, one value of N. at a time, until no <br />" <br />further reduction in uncertainty can be obtained without violating one of <br /> <br />the constraints. The locally optimum set of values for! obtained in this <br /> <br />manner specify an efficient strategy for operating the stream gaging network, <br /> <br />which may even be the truly optimum strategy. The true optimum cannot be <br /> <br />guaranteed without testing all undominated, feasible strategies, which is a <br /> <br />mounumental computational chore for the number of stream gaging stations <br /> <br />operated in the Lower Colorado River Basin. <br /> <br />Accuracy of annual mean discharge <br /> <br />In spite of the massive amounts of streamflow data that are collected <br /> <br />throughout the world, relatively little has been done to evaluate the <br /> <br /> <br />accuracy of the resulting numbers. A split-sample approach that is <br /> <br /> <br />applicable at a gaging station, where sufficient historical discharge <br /> <br /> <br />measurements exist, was developed by Burkham and Dawdy (1968). In this <br /> <br />technique the existing discharge measurements are randomly divided into <br /> <br />an analysis group and a control group. Initially the analysis group is <br /> <br />small relative to the size of the control group. The analysis group <br /> <br />14 <br />