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John R. Ritter

Publications and source records attributed to John R. Ritter.

13 recordsLinked to original sources

An evaluation of the effects of acid rain on low conductivity headwater streams in Pennsylvania

Analyses of water collected at 32 sites on headwater streams in Pennsylvania during low-flow conditions in 1970-80 were compared to pre-1971 data to evaluate whether acid rain had changed the chemistry of the streams in the previous decade. Most pH, alkalinity, and sulfate values of the samples collected in 1970-80 fell within the ranges of values for samples collected before 1971. The limited data indicate, however, that pH may have increased and alkalinity and sulfate may have decreased with time.

Open-File Report↗

Sediment data for streams near Mount St. Helens, Washington; Volume 1, 1980 water year

This report presents fluvial sediment data collected primarily in response to the eruption of Mount St. Helens. To monitor the sediment transported by streams in the Mount St. Helens area and the particle-size distributions of the sediment, the Water Resources Division of the U.S. Geological Survey initially established 18 fluvial sediment stations. In this report, concentrations and discharges of suspended sediment are given for 16 fluvial-sediment stations (5 are in the Toutle River basin) and for 11 miscellaneous sampling sites. Also included are particle-size distributions of suspended sediment and bed material, water discharge, and water temperature for many of the sediment samples. Daily sediment discharges for the period May 18 to September 30 were calculated for Toutle River at Highway 99 near Castle Rock and Cowlitz River at Castel Rock. Over 150 million tons of sediment are estimated to have passed the Toutle River at Highway 99 station on May 18-19, 1980. High concentrations of suspended sediment persisted at several stations throughout the spring and summer of 1980. (USGS)

Open-File Report↗

Reconnaissance of sedimentation in the Rio Pilcomayo Basin, May 1975, Argentina, Bolivia, and Paraguay

The Río Pilcomayo "Alto" (Bolivia) and "Superior" (Bolivia, Argentina, and Paraguay) transport large quantities of sediment for the size of the basin. The Río Pilcomayo "Inferior" (Argentina and Paraguay) seems to carry little sediment. The large loads of the "Alto" and "Superior" must be considered before dams or irrigation projects are started. The shifting channel and flooding of the Río Pilcomayo "Superior" also are problems to be considered before development. The Río Pilcomayo "Alto" basin has relatively little deposition whereas the "Superior" basin has considerable deposition. A part of the "Superior" channel is filled with sediment to the top of its banks. The upstream limit of filling is moving farther upstream each year causing the place of overbank flooding to move upstream also. More data must be collected and more observations made before a complete analysis of the sediment movement in the basin can be made.

Open-File Report↗

Reconnaissance of sediment transport and channel morphology in the Lower Rio Bermejo Basin, Argentina - with a section on reconnaissance of the lower Rio Pilcomayo Basin, Argentina and Paraguay

The Lower Rio Bermejo in many ways is atypical of most rivers. In general it narrows as it flows downstream; its flow decreases downstream even though the average annual rainfall at its mouth is twice that at its head (1,200 mm vs. 600 mm) but its suspended-sediment discharge increases considerably downstream. The Lower Rio Bermejo begins where the river breaks out of the Andes Mountains. At first it flows over an alluvial fan in a wide braided channel with low banks that are overtopped during floods. Leaving the braided channel the river meanders for the remainder (80 percent) of its length in a narrow channel with high banks that do not seem to have been overtopped recently. The meanders are frequently cutoff, and along the river there are many oxbow lakes. There are also several abandoned stream channels. Old soil horizons, commonly seen in the banks, and terraces indicate the river has downcut. Tectonic movement in the basin probably has had a considerable effect on the river. The overall gradient of the Lower Rio Bermejo along the channel is 18 cm/km; the slope of the land surface in the basin parallel to the river is 32 cm/km. Water discharge and suspended-sediment concentrations have been measured at El Yacare and El Colorado, both of which are in the meandering part of the river. In 1970-71 the river at El Yacare, the upstream station, transported about half the suspended sediment transported at El Colorado and less than the Upper Rio Bermejo brought into the Lower Rio Bermejo. Therefore, between the head of the Lower Rio Bermejo and El Yacari (445 km) there was net deposition and between El yacare and El Colorado (575 km) there was net erosion. The river at El Yacare was narrower, deeper and swifter than at El Colorado. The Rio Pilcomayo is quite different from the Rio Bermejo even though they may appear similar on a map. The Rio Pilcomayo disappears near Laguna Escalante. The Rio Pilcomayo from Villa Montes, Bolivia to the Laguna is called the Rio Pilcomayo "Superior" and the river which appears about 160 km downstream is called the Rio Pilcomayo "Inferior." The Rio Pilcomayo "Superior" commonly overflows its tanks and changes its channel. It transports about 100,000,000 tonnes-1/ of sediment per year and the average-annual concentration of suspended sediment is more than 6 kg/m 3 . The Rio Pilcomayo "Inferior," which seems not to have flooded in several years, is meandering.

Rio Bermejo basin, Rio Pilcomayo basin↗

The effects of the Hurricane Agnes flood on channel geometry and sediment discharge of selected streams in the Susquehanna River basin, Pennsylvania

The Hurricane Agnes flood seems to have hardly changed the channel geometry of the Pennsylvania streams studied in this report. The 10 sites studied generally showed that the width of the stream channels had been changed little by the flood and that streambed altitudes had been lowered less than a foot (0.3 m). The velocity of the streams at a given discharge had decreased. In comparison, the sediment deposited by the December 1964 flood in northwestern California commonly raised the streambed altitudes several feet. The differences in the effects of the two floods may have been produced by the availability of sediment for transport, by the relative size of sediment carried in suspension or bedload, or by the relative magnitudes of the floods.

Pennsylvania↗

Sedimentation of Williams Reservoir, Santa Clara County, California

Fifty-two acre-feet of sediment was ·deposited in Williams Reservoir between 1913 and 1971. From calculations of the sediment yields in other nearby drainage basins in Santa Clara County, it was determined that 24 to 38 acre-feet of sediment would have been transported to Williams Reservoir between 1961 and 1971 under natural conditions. The difference (14 to 28 acre-ft) is probably a consequence of increased sediment yield due to a fire that destroyed much of the vegetation in the drainage basin in 1961.

California↗

Sand transport by the Eel River and its effect on nearby beaches

The Eel River basin has one of the largest sediment yields per unit area in the world. Sand composes about 25 percent of the total sediment transported by the river into its estuary. The annual sand load averages about 4,600,000 tons, equivalent to a deposition of about 2,100 acre-feet of sand per year. Most of this sand probably enters the ocean, some is deposited in the estuary, and the amount furnished to nearby beaches probably is small. Of the sand and finer sediment debouched by the Eel River into the ocean, the major part is scattered over the continental margin, some is trapped by the Eel Canyon (not shown in fig. 1), and some is deposited offshore near the Eel River mouth. The Eel River probably supplies most of the sand found along the beaches between Centerville Beach and the entrance to Humboldt Bay. The Mad and Little Rivers probably supply most of the sand found along the beaches between the entrance to Humboldt Bay and Moonstone Beach.

California↗

Turbidity and suspended-sediment transport in the Russian River Basin, California

The Russian River in north coastal California has a persistent turbidness, which has reportedly caused a decline in the success of the sports fishermen. As a consequence, the number of sports fishermen angling in the river has declined, and industries dependent on their business have suffered. To determine the source of the turbidity and the rate of sediment transport in the basin, a network of sampling station was established in February 1964 along the river, on some of its tributaries, and near Lake Pillsbury in the upper Eel River basin.

California↗

A summary of preliminary studies of sedimentation and hydrology in Bolinas Lagoon, Marin County, California

The U.S. Geological Survey is investigating sedimentary and hydrologic conditions in Bolinas Lagoon, a 1,100-acre lagoon 15 miles northwest of San Francisco. The program began in May 1967 and will continue into 1970. Only the study results analyzed before June 1968 are summarized in the report. Two series of measurements of suspended-sediment load and water discharge in the lagoon inlet showed that much of the suspended sediment is sand and that the average velocity was as much as 4.7 feet per second. Littoral drift near the inlet was generally toward the inlet, whereas farther from the inlet the pattern is irregular. Circulation velocities in the lagoon decrease rapidly away from the inlet, but probably remain high enough to erode bottom sediment along the channels. In most of the lagoon median size of bottom sediment was fine sand. Sediment was derived chiefly from Monterey Shale.

Circular↗

Optical method for determining particle sizes of coarse sediment

A particle-size analyzer was used to determine particle sizes of sediment by an optical technique based on an adjustable circle of light which determines the intermediate axis of the sediment par ticles shown on a photograph. Data from counting particles in vari ous size ranges can be presented either in the form of a particle count or volumetric analysis. Comparison with standard methods of analysis of particles shows that the particle-size analyzer is well suited for measurements of material larger than 8 millimeters in intermediate diameter.

Techniques of Water-Resources Investigations↗