USGS ScienceSearch

Geology topics

J.L. Kunkler

Publications and source records attributed to J.L. Kunkler.

3 recordsLinked to original sources

Evaluation of the Malaga Bend salinity alleviation project, Eddy County, New Mexico

In an effort to reduce the flow of brine springs in the Malaga Bend reach of the Pecos River in southeastern New Mexico, brine was pumped from an aquifer underlying the Malaga Bend reach to a local depression known as Anderson Lake. The attempt to improve the quality of river water with this experiment was not successful because brine leakage from Anderson Lake to the nearby Pecos River through permeable subsurface rocks was greater than the previous natural spring inflow. Brine leakage from Anderson Lake from July 22, 1963, through September 30, 1968, was estimated by evaporation-pan, salt accumulation, and dissolved-constituent methods. The leakage values given by these three methods are in good agreement with each other and indicate that between the dates given, leakage from the lake was about 2 ,300 acre-feet, compared with a brine inflow to the lake of about 3,690 acre-feet. Other data indicate that pumping from the brine aquifer greatly reduced the natural inflow from brine springs to the Malaga Bend reach. The rate of brine leakage from Anderson Lake is probably greater than might be expected from other brine lakes in the area because the cavities in the bottom of the lake apparently are in hydrologic connection with the Pecos River. This connection is shown by a relation between the salinity of the Pecos River and the reservoir stage of Anderson Lake. (USGS)

New Mexico

Flood discharges of streams in New Mexico as related to channel geometry

This report describes the results of a study relating flood characteristics to the reference width of the channel. Data from 79 gaging stations, which would provide estimates of floods of a 10-year recurrence interval and at which channel geometry could be adequately measured in the field, were used in these analyses. The peak discharges for recurrence intervals of 2, 5, 10, 25, and 50 years were determined for each station and are given in tabular form where appropriate. Features that define the reference width vary with location and stream type. A discussion is given of the features that were used in measuring reference widths. The relation between the magnitude of floods of various frequencies and the reference width and main-channel slope was reliable with a standard error of about 65 percent for most of the areas of the State; however, no reliable relation could be found for many stream channels in a large area of southeastern New Mexico, and it is recommended that the relation not be used in that area. The reasons for this difficulty is believed to be due to recent channel entrenchment in the area.

New Mexico