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<br />Table 3. Data from indirect measurements of discharge at cross sections, Agua Fria River near Rock <br />Springs, Arizona-Continued <br /> <br />10-29-75 01-14-79 03-12-93 02-03-97 <br />Station Gage height Station Gage height Station Gage height Station Gage height <br /> <br /> Cross-section 3-Continued <br />387 16.1 <br />405 10.9 <br />420 8.5 <br />430 6.1 <br />455 7.1 <br />505 6.6 <br />525 5.8 <br />528 6.9 <br />540 10.5 <br />545 17.2 <br />555 22.6 <br />560 26 <br /> Cross-section 4 <br />63 24.9 0 35.5 <br />69 23.5 17 28.8 <br />72 23.3 134 21.4 <br />93 22.5 164 20 <br />123 21.2 185 16.9 <br />163 18.3 205 20.2 <br />188 19.2 259 17.2 <br />193 21.4 302 18.1 <br />213 19.2 366 17.7 <br />253 19.9 381 18.7 <br />263 17.9 435 10.1 <br />281 17.3 475 7.6 <br />288 19.6 486 4 <br />313 17.8 495 3 <br />325 16.9 571 2.8 <br />363 18.1 585 2.1 <br />383 18.1 592 3.8 <br />398 16 621 12.9 <br />413 12.9 623 19.5 <br />438 8.8 627 22.2 <br />453 5 633 28.2 <br />463 4.3 <br />473 3.6 <br />493 4.6 <br />523 5.7 <br />553 7 <br />588 6.6 <br />603 12.5 <br />608 18.7 <br />613 21.3 <br />623 23.6 <br />623 24.5 <br />633 28.2 <br /> <br />48 Determination of Channel Change for Selected Streams, Maricopa County, Arizona <br />