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R. F. Hadley

Publications and source records attributed to R. F. Hadley.

9 recordsLinked to original sources

Hydrologic and morphologic changes in channels of the Platte River basin: A historical perspective

The channels of the Platte River and its major tributaries, the South Platte and North Platte Rivers in Colorado, Wyoming, and Nebraska, have undergone major changes in hydrologic regime and morphology since 1860. These changes are attributed here to agricultural, municipal, and industrial water use. Although water-resource development varied temporally throughout the basin, the history of development along the Platte River and tributaries followed four stages: (1) Construction of small, crude ditches to irrigate flood plains; (2) construction of larger canals to irrigate bench lands; (3) construction of reservoirs to store snowmelt runoff; and (4) accelerated development of ground-water resources. Despite differences in rates of development, diversion and storage of water for irrigation, municipal, and industrial use have changed streamflow patterns throughout the basin. At some stations, significant changes in flood peaks, annual mean discharges, and shapes of flow-duration curves have been recorded. Changes in streamflow patterns are manifested by changes in appearance of channels of the Platte River. Prior to water development in the 19th century, the Platte was a wide (-2 kilometers), shallow (1.8 to 2.4 meters) river characterized by bankfull spring flows and low summer flows. Although timber generally was scarce in the valley, the Platte channels contained hundreds of small, timbered islands. Since development, the channels have changed radically. Comparing surveyor's maps (General Land Office), drawn during the 1860's, with six sets of aerial photographs, taken between 1938 and 1979, for six 5-kilometer reaches of the river shows that the channels have narrowed considerably above the confluence with the Loup River. The width of the channels in 1979 ranged from 8 to 50 percent of the channel width in 1860. Below the confluence with the Loup River, the width of the river in 1979 was about 92 percent of the channel width in 1860. Above the confluence with the Loup River, width reduction has occurred by progressive encroachment of vegetation and consequent vertical and horizontal accretion on sand bars in the channel. Vegetative encroachment on sand bars has occurred because (1) the present hydrologic regime provides more favorable conditions for germination and growth on sand bars, and (2) since development of the basin, flood peaks are no longer capable of scouring vegetation from the sand bars. Overbank flows evidently have become more common, probably because channel narrowing and vegetative encroachment have increased the hydraulic roughness of the channels. Moreover, the magnitude of low flows has increased and the days of no flows has decreased giving the channels a more perennial character.

Colorado, Nebraska, Wyoming

Effect on sediment yield and water quality of a nonrehabilitated surface mine in north-central Wyoming

Sediment and chemical quality of water data were collected from two adjacent drainage basins in northern Wyoming to compare hydrologic differences between an undisturbed basin and a surface-mined, virtually unrehabilitated basin. Rate of sediment accumulation in a pond in the basin that was surface mined for coal and left unrehabilitated was over 11 times greater than in a pond in the adjacent unmined basin. The additional sediment came primarily from barren high walls and roughly graded spoils. No sediment was yielded from ungraded spoil rows that drained to closed depressions. Most sediment yielded from the two basins was trapped in the two ponds. The chemical composition of materials from slopes, channels, and pond bottoms of the two basins were similar; however, concentrations of dissolved and suspended matter in waters of the two ponds were different. Low concentrations of dissolved chemical constituents in the pond water below the unmined basin suggest surface runoff as the source. Higher concentrations of dissolved chemical constituents , notably calcium, magnesium, and sulfate, in pond water below the mined area suggest ground-water discharge as the source. Sediment yield was a better indicator of the effects of disturbance on mined areas than chemical quality of water. (Woodard-USGS)

Water-Resources Investigations Report

Relation of surflcial erosion on hillslopes to profile geometry

Differences in erosion rates in relation to the geometry of hillslope profiles were hypothesized by R. E. Horton in 1945. Experimental testing of this hypothesis is described for natural hillslopes in western Colorado using a rainfall simulator to apply five "storms" each having an intensity of 1.85 inches per hour (47 millimeters per hour). Erosion from straight hillslope segments was about twice the amount from convex and concave segments along nine hillslope transects. Standard deviations of erosion measurements for each segment show that the greatest variation occurs in concave slope segments. This is probably because the concave segment is the only place on the profile where deposition occurs. Analysis of variance indicates that the amount of erosion is significant at the 1-percent level of confidence between convex and straight slope segments and at the 5-percent level of confidence between straight and convex slope segments.

Colorado

Hydrology of the upper Cheyenne River basin: Part A. Hydrology of stock-water reservoirs in upper Cheyenne River basin; Part B. Sediment sources and drainage-basin characteristics in upper Cheyenne River basin

The objective of this investigation was to determine the effect on runoff of the many stock reservoirs in the Cheyenne River basin above Angostura Dam. As a first step it was necessary to determine, within reasonable limits of accuracy, the number of reservoirs in the basin, the storage capacity, the drainage area, and the water loss from each. A sampling method was adopted because the size of the basin, 9,100 square miles, prohibited examination of all reservoirs within the drainage area. Forty-nine sample areas of 9 square miles each were selected as a 5-percent sample of the 955 complete quarter townships within the basin above Angostura Dam. All reservoirs located within the sample quarter townships were surveyed.

South Dakota, Wyoming