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At least 1,441 records · Page 80Linked to original sources
USGS1957

Memorandum on the hydrology of the Johnson Creek area, Dover-Madbury, New Hampshire

Ground-water conditions in the Johnson Creek area (Dover-Madbury, N.H.) are described on pages 23-26 in "Preliminary report on the ground-water resources of part of the seacoast region of New Hampshire," by Edward Bradley, U.S. Geological Survey open-file report, 1955. A copy of those pages is attached as an appendix to this memorandum. The purpose of the present memorandum is to outline the hydrology of the Johnson Creek as now understood, with particular reference to stream-discharge characteristics and their relation to geologic and ground-water conditions.

New Hampshire↗
USGS1957

Progress report of hydrology and sedimentation in Bixler Run, Corey Creek, and Elk Run watersheds, Pennsylvania

This report describes the results of an investigation in progress and presents some tentative findings from a study of hydrology and sedimentation of three small watersheds where soil conservation practices are being applied. The study was begun in April 1954, to determine precipitation, runoff, probable sources and yields of sediment, and channel changes in two small watersheds in Pennsylvania. This report covers the period April 1954, to September 30, 1955 with the exception of the aggradation-degradation range data which covers the period October 1954 to November 1956. The internal or time control method of calibration is being used for the Bixler Run watershed study, and an external control is being used in the Corey Creek study. Precipitation on Bixler Run watershed was 47.33 inches for the 1955 water year. Total runoff was 14.08 inches and the suspended sediment yield was 1,143.3 tons or 76 tons per square mile of drainage area. Precipitation on Corey Creek watershed for the same period totaled 35.81 inches. The total runoff was 8.37 inches and the suspended-sediment yield was 713.0 tons or 58.2 tons per square mile of drainage area. The precipitation on Elk Run, external control watershed for the Corey Creek study was 34.54 inches. The runoff was 10.10 inches and the suspended sediment yield was 709.9 tons or 69.5 tons per square mile. Results from the study of channel changes by means of sediment aggradation-degradation ranges showed fill in all three watersheds. Bixler Run showed an average channel fill of 1.3 square feet per stream cross section. Corey Creek and Elk Run watersheds showed average fills of 2.9 and 4.1 square feet per cross section respectively. Most of the sediments comprising this fill were in the particle size range of gravel and coarser material. The water in all three watersheds was low in dissolved solids during the period of investigation, varying from 72 to 127 ppm in Bixler Run, from 58 to 130 ppm in Corey Creek, and from 58 to 117 ppm in Elk Run. These waters are essentially of the secondary alkaline type with calcium and magnesium bicarbonate being the main dissolved constituents.

Pennsylvania↗
USGS1957

Hydrology and water law: what is their future common ground?

We live in an age of social and economic evolution--evolution so deep reaching and rapid it constitutes ad revolution in numerous fields of human concern. Long-standing concepts of what is appropriate and orderly face drastic modification if they are to survive. To this situation the principles of applied hydrology and the tenets of water law are no exceptions. Their common ground, incomplete in the past, becomes tenuous when projected into the future. To hydrologists it is common knowledge that the Nation has some trouble spots tin water supply, occasioned by burgeoning population, by standards of living that seem luxurious to other peoples if not to us, and by tremendously dynamic industry whose voracious thirst for water seems insatiable. Seldom is the "trouble" a mere lack of water in a quantity sufficient to serve all real needs; rather, water usually is available only part of the time, at greater-than-customary cost, or under competition among several potential uses. We can expect only that such spots will increase in number and in geographic reach.

Open-File Report↗
USGS1958

Hydraulic and hydrologic aspects of flood-plain planning

The valid incentives compelling occupation of the flood plain, up to and even into the stream channel, undoubtedly have contributed greatly to the development of the country. But the result has been a heritage of flood disaster, suffering, and enormous costs. Flood destruction awakened a consciousness toward reduction and elimination of flood hazards, originally manifested in the protection of existing developments. More recently, increased information and realization of the problem have shown the impracticability of permitting developments that require costly flood protection. The idea of flood zoning, or flood-plain planning, has received greater impetus as a result of such realization. This study shows how hydraulic and hydrologic data concerning the flood regimen of a stream can be used in appraising its flood potential and the risk inherent in occupation of its flood plain. The approach involves the study of flood magnitudes as recorded or computed; flood frequencies based on the experience shown by many years of gaging-station record; use of existing or computed stage-discharge relations and flood profiles; and, where required, the preparation of flood-zone maps to show the areas inundated by floods of several magnitudes and frequencies. Methods are outlined that will enable the planner to delineate areas subject to inundation by floods of specific recurrence intervals for three conditions; (1) for the immediate vicinity of a gaging station, (2) for a gaged stream at a considerable distance from a gaging station, and (3) for an ungaged stream. Curves have been developed from which the average depth for a flood of specific frequency can be estimated on the basis of the average depth for bankfull flow; this simplified approach should be very useful in the initial stages of flood-plain planning. Brief discussions are included on various types of flood hazards, the effects of urbanization on flood runoff, and zoning considerations.

Pennsylvania↗
USGS1963

Preliminary report on the geology and hydrology of Mortandad Canyon near Los Alamos, New Mexico, with reference to disposal of liquid low-level radioactive waste

The U.S. Geological Survey, in cooperation with the U.S. Atomic Energy Commission and the Los Alamos Scientific Laboratory, selected the upper part of Mortandad Canyon near Los Alamos, New Mexico for a site for disposal of treated liquid low-level radioactive waste. This report summarizes the part of a study of the geology and hydrology that was done from October 1960 through June 1961. Additional work is being continued. Mortandad Canyon is a narrow east-southeast-trending canyon about 9? miles long that heads on the central part of the Pajarito Plateau at an altitude of about 7,340 feet. The canyon is tributary to the Rio Grande. The drainage area of the part of Mortandad Canyon that was investigated is about 2 square miles, and the total drainage area is about 4.9 square miles. The Pajarito Plateau is capped by the Bandelier Tuff of Pleistocene age. Mortandad Canyon is cut in the Bandelier, and alluvium covers the floor of the canyon to depths ranging from less than 1 foot to as much as 100 feet. The Bandelier is underlain by silt, sand, conglomerate, and interbedded basalt of the Santa Fe Group of Miocene, Pliocene, and Pleistocene(?) age. Some ground water is perched in the alluvium in the canyon; however, the top of the main aquifer is in the Santa Fe Group at a depth of about 990 feet below the canyon floor. Joints in the Bandelier Tuff probably were caused by shrinkage of the tuff during cooling. The joints range in width from hairline cracks to fissures several inches wide. Water can infiltrate along the open joints where the Bandelier is at the surface; however, soil, alluvial fill, and autochthonous clay inhibit infiltration on the tops of mesas and probably in the alluvium-floored canyons also. Thirty-three test holes, each less than 100 feet deep, were drilled in 10 lies across Mortandad Canyon from the western margin of the study area to just west of the Los Alamos-Santa Fe County line. Ten of the holes were cased for observation wells to measure water levels and collect water samples from the alluvium. Twenty-three of the holes were cased to seal out water and were used as access tubes to accommodate a neutron-neutron probe for determining the moisture content of the alluvium and tuff. The source of recharge for the perched ground-water body in the alluvium in Mortandad Canyon is the precipitation in the drainage area of the canyon. During the winter of 1960-61, a snowpack 1-2 feet thick accumulated in the narrow shaded upper part of the canyon. The alluvium below the snowpack received some recharge because of diurnal melting during the winter. In March 1961 the snowmelt water saturated most of the thin alluvium in the upper part of the canyon, and a surface stream began to flow on the alluvium. The maximum flow of the stream was about 250 gpm (gallons per minute). Water from the stream infiltrated the alluvium at the front of the stream and in the reach upstream from the front. A ground-water mound was formed beneath the channel by water infiltrating from the stream. The front of the stream and the front of the ground-water mound advanced eastward to about the middle of the area studied. From this point eastward, the alluvium was thick enough to absorb and transmit the amount of flow in 1961. Late in April the front of the stream retreated, and by the first of May the flow stopped. During and after this period the ground-water mound decayed, and ground-water levels declined in the upper part of the canyon as water drained into the channel and downgradient through the alluvium. The amount of recharge was small in the wide lower part of the canyon during the period of study. The rise in ground-water levels and the increase in moisture content of the alluvium in the lower part of the canyon indicate that water moved downgradient by underflow through the alluvium from the recharge area in the upper part of the canyon. Moisture measurements indicate that only a little water moved into the underlyin

Open-File Report↗
USGS1966

Hydrologic reconnaissance of Point Reyes National Seashore area, California

This report summarizes the results of a hydrologic reconnaissance of the Point Reyes National Seashore area, the primary purpose of which was to appraise potential sources of water supply at park sites where visitor accommodations are proposed. Point Reyes National Seashore is a peninsular area on the California coast about 50miles north of San Francisco. Inverness Ridge, with peaks about 1,400 feet above sea level, forms the eastern boundary of the seashore. Marine terraces, extending from sea level to altitudes of about 400 feet, form the remainder of the area.

Open-File Report↗
USGS1967

Hydrology of the National Reactor Testing Station, Idaho, 1966

This annual report describes studies by the U. S. Geological Survey, sponsored by the U. S. Atomic Energy Commission, to determine the hydrologic effects of disposal of radioactive waste to the ground at the National Reactor Testing Station. The project has involved the collection and analyses of ground-and surface-water samples for radiometric and chemical changes. Results have been evaluated and mapped. Ground-water levels have also been mapped over the station. The net ground-water consumption after pumpage and waste injection has been determined. Two billion gallons of water were pumped during 1966 of which 40 percent was metered and returned to the Snake Plain aquifer. A record runoff of the Big Lost River during 1965 and 1966 induced a large amount of recharge to the Snake Plain aquifer. The recharge caused water levels to rise as much as six feet, but apparently did not have a great effect on the concentrations of waste products in the ground water. Pressure transmission, or mass transfer effects from the recharge, were observed as far as 50 miles southwest of the river. Tritium is the primary radioactive waste product discharged to the subsurface. Several aspects of tritium disposal have been studied in detail at the TRA (Test Reactor Area) and the ICPP (Idaho Chemical Processing Plant) areas. The distribution of waste tritium in the Snake Plain aquifer has been mapped, and background levels were determined to range from 0.05 to 0.1 pCi/m1 (picocuries per milliliter). Waste tritium in water from the Snake Plain aquifer has been detected 4-1/2 miles south of the ICPP. An estimated mass balance of total tritium remaining in the Snake Plain aquifer is presented for the TRA and ICPP areas. About 21,500 Ci (curies) of tritium at the ICPP and about 3,700 Ci at the TRA have been disposed from 1952 through 1966. About 14,000 Ci and 2,700 Ci of tritium, respectively, should remain after radioactive decay. Similar amounts are indicated to be present in the ground water. Waste tritium has been used as a tracer in studies of the complex flow characteristics of the aquifer in the ICPP area. Dissolved chromium has been used to trace TRA pond waste water in perched ground-water bodies and downgradient 2-1/2 miles in the Snake Plain aquifer. Concentrations of hexavalent chromium ranged as high as 1.7 ppm (parts per million) in the perched water and 0.4 ppm in the water from the Snake Plain aquifer. Chromium serves as a good tracer of TRA wastes because it does not occur in nearby ICPP wastes, is not usually present in natural waters, and can be determined in very low concentrations. Natural fluoride in the water of the Snake Plain aquifer has been used to trace the ground-water flow downgradient from the northeast end of the Snake River Plain. The fluoride, which is dissolved from certain rocks, indicates recharge areas and flow paths in the aquifer. A project to test the feasibility of disposing radioactive gases into the ground is presently underway. A seismic survey was used to map surface sediment thickness, and two test wells were cored to evaluate potential injection-well sites. A "breathing" well has been instrumented to study flow rates, temperature, humidity, and other aspects of vertical flow of air in the well. Results of the continuing study are presented. Studies made on several wells which had vertically flowing borehole water indicated that the physical and chemical properties of the water are influenced by the flow. One well with downward flow had a head difference of 0.01 to 0.07 foot between two permeable zones throughout the year.

Idaho↗
USGS1967

Hydrologic and chemical data for wells, springs, and streams in Nevada, TPS. 1-21 N., and Rs. 41-57 E

Studies of published and unpublished geologic, hydrologic, and chemical-quality data for ground and surface water in central Nevada, Tps. 1 to 21 N. and Rs. 41 to 57 E., Mount Diablo base and meridian, reveal the following information: Rocks exposed in central Nevada are of sedimentary and igneous origin and range in age from Cambrian to Recent. Rocks of Paleozoic age generally are carbonate or clastic, and rocks of Mesozoic age generally are clastic and granitic. Rocks of Tertiary age principally are volcanic, and the valley fill of Quaternary age is alluvial-fan and lake deposits. The rocks are folded, faulted, and highly fractured. Precipitation is closely related to altitude. In general, as the altitude increases the precipitation increases. Most of the streamflow in the valleys originates as snow in the nearby mountains. The streams generally flow only in response to snowmelt and to flash-flood-producing storms. Important chemical quality characteristics of the ground and surface water in central Nevada are hardness, expressed as CaCO 3 , generally in excess of 120 ppm, and a dissolved-solids content of less than 500 ppm. The principal chemical types of both ground and surface waters are sodium and calcium bicarbonates. The major uses of ground water in central Nevada are for irrigation and stock. Frequency of use of wells in decreasing order is: irrigation, stock, domestic, industrial, municipal, and observation. Of the 606 wells tabulated, 29 have multiple uses. Frequency of use of spring water in decreasing order is: stock, irrigation, domestic, and public facilities. Of the 135 springs tabulated, 5 have multiple uses.

Nevada↗
USGS1971

Hulburt Creek Hydrology, Southwestern Wisconsin

The purpose of this study was to determine the hydrologic characteristics of Hulburt Creek, Sauk County, Wis., in order to evaluate a proposed reservoir. The streamflow characteristics estimated are the low flow, monthly flow, and inflow flood. The study was done by the U.S. Geological Survey in cooperation with the Wisconsin Department of Natural Resources. The following estimates are for the point on Hulburt Creek at the proposed Dell Lake damsite near Wisconsin Dells. The drainage area is 11.2 square miles.

Open-File Report↗
USGS1971

Hydrologic data for Horseshoe Lake, Arkansas and vicinity

During the summer and fall, seepage and evaporation losses from Horseshoe Lake, an oxbow or an 'old river' lake adjacent to the Mississippi River, exceed inflow to the lake, and seasonal declines of 2.5-3.0 feet in the lake level are common. In exceptionally dry years, the minimum lake level has been as much as 4 feet below the normal seasonal low. These low levels severely affect the recreational uses of the lake. Seepage and evaporation rates at Horseshoe Lake were determined from hydrologic and meteorologic data. Analysis of these data indicates that the direction of seepage is out of the lake except for a period of about 2 months in the spring, when the stage of the Mississippi River is high. The lake can be maintained at a constant level by supplementing the inflow to the lake with surface or ground water. Contributions to the lake from local drainage can be increased, but this water contains undesirable amounts of pesticides, herbicides, and plant nutrients, and the flow is insufficient to eliminate seasonal declines in the lake level. Water from r the Mississippi River can be used to maintain a given lake level, but the bacteriological quality of water from the river makes this an undesirable source of supplemental water. Water from the Quaternary alluvium contains troublesome amounts of iron, but it probably is free of pesticides, herbicides, and coliform bacteria which are commonly found in surface water. An electric-analog model was used to determine the rate at which inflow to the lake must be supplemented to maintain various lake levels. During this investigation, the lake could have been maintained very near the normal spring level by supplementing the inflow at a maximum rate of 10,600 gallons per minute. The analog model was also used to determine the effects of pumping wells on seepage. With the exception of wells near the southeast end of the lake, wells located within one-half mile of the lake would obtain more than 50 percent of their yield from the lake after pumping for 90 days.

Open-File Report↗
USGS1972

Radiochemical analyses of surface water from U.S. Geological Survey hydrologic bench-mark stations

The U.S. Geological Survey's program for collecting and analyzing surface-water samples for radiochemical constituents at hydrologic bench-mark stations is described. Analytical methods used during the study are described briefly and data obtained from 55 of the network stations in the United States during the period from 1967 to 1971 are given in tabular form. Concentration values are reported for dissolved uranium, radium, gross alpha and gross beta radioactivity. Values are also given for suspended gross alpha radioactivity in terms of natural uranium. Suspended gross beta radioactivity is expressed both as the equilibrium mixture of strontium-90/yttrium-90 and as cesium-137. Other physical parameters reported which describe the samples include the concentrations of dissolved and suspended solids, the water temperature and stream discharge at the time of the sample collection.

Open-File Report↗
USGS1971

Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas 1970

The U.S. Soil Conservation Service is actively engaged in the installation of flood and soil erosion reducing measures in Texas under the authority of "The Flood Control Act of 1936 and 1944" and ''Watershed Protection and Flood Prevention Act" (Public Law 566), as amended. The Soil Conservation Service has found a total of approximately 3,500 floodwater-retarding structures to be physically and economically feasible in Texas. As of September 30, 1970, 1,439 of these structures had been built. This watershed-development program will have varying but important effects on the natural surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff.

Texas↗
USGS1971

Annual compilation and analysis of hydrologic data for Honey Creek, Trinity River Basin, Texas, 1969

The U.S. Soil Conservation Service is actively engaged in the installation of flood and soil erosion reducing measures in Texas under the authority of ''The Flood Control Act of 1936 and 1944" and ''Watershed Protection and Flood Prevention Act" (Public Law 566), as amended. The Soil Conservation Service has found a total of approximately 3,500 floodwater-retarding structures to be physically and economically feasible in Texas. As of September 30, 1969, 1,355 of these structures had been built. This watershed-development program will have varying but important effects on the natural surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff .

Texas↗
USGS1973

Hydrology and sediment transport, Moanalua Valley, Oahu, Hawaii

The first 2 years of intensive data collection in Moanalua Valley have resulted in some observations concerning the rainfall- runoff and rainfall-sedimentation characteristics of the basin. This initial study period has been concerned primarily with establishing a reliable hydrologic data-collection network. However, enough data have been collected to determine that rainfall within the valley shows extreme areal variations from one storm to another. An initial run on the U.S. Geological Survey small watershed model indicates some differences in basin characteristics in the two upper subregions. Results of model studies to date are encouraging. Flood routing with the Corps of Engineers' HEC-1 flood hydrograph package seems to be feasible. By preliminary estimates, the 50-year flood at gage 2282 would probably be between 5,500 and 6,000 cubic feet per second. The narrow, steep nature of Moanalua Valley results in very rapid concentration of runoff, with extremely sharp hydrograph peaks. Stream channel width ranges from about 20 feet in the headwaters to 35 feet near the downstream limit of the study area. Mean slope of the main stem is about 0.027 foot/foot.1/ Where not identified, units for slope are ft/ft. Observations indicate that the stream transports very large particles (in excess of 2 feet in diameter) quite frequently. Detached fragments from old stone-arch bridges have been marked in the channel fill for use as tracers. Only one storm has been analyzed for suspended-sediment discharge, but rough calculations indicate a possible suspended-sediment load of 12,000 tons for a storm similar to the design flow at gage 2282. This compares with a computed bedload discharge of 2,600 tons for the same flow. Accumulation in the debris basin between October 2, 1969 and July 26, 1971, as measured by level survey, was 48,000 cubic feet or about 2,900 tons.

Hawaii↗
USGS1973

Hydrology of the dunes area north of Coos Bay, Oregon

Hydrology of a 20-square-mile area of dunes along the central Oregon coast was studied. The area is underlain by 80 to 150 feet of Quaternary dune and marine sand which overlies Tertiary marine clay and shale. Ground water for industrial and municipal use is being withdrawn at a rate of 4 million gallons per day. Original plans to withdraw as much as 30 million gallons per day are evidently limited by the prospect of excessive lowering of levels in shallow lakes near the wells, and possibly sea-water intrusion, if water-level gradients are reversed. At the present stage of development there are 18 production wells, each capable of producing 200-300 gallons per minute from the lower part of the sand deposits. Except for thin layers of silt, clay, and organic matter, the deposits of sand are clean and uniform; horizontal permeability is two orders of magnitude times the vertical permeability. Because of the low vertical permeability, drawdown cones are not evident in the upper part of the aquifer adjacent to the wells. However, present pumping lowers general water levels in the lakes and the shallow ground-water zone as much as several feet. A two-layer electric analog model was built to analyze effects of present and projected development as well as any alternate plans. Model results were used to develop curves for short-term prediction of water levels.

Open-File Report↗
USGS1974

Analog-model studies of ground-water hydrology in the Houston District, Texas

The major water-bearing units in the Houston district are the Chicot and the Evangeline aquifers. The Chicot aquifer overlies the Evangeline aquifer, which is underlain by the Burkeville confining layer. Both aquifers consist of unconsolidated and discontinuous layers of sand and clay that dip toward the Gulf of Mexico. Heavy pumping of fresh water has caused large declines in the altitudes of the potentiometric surfaces in both aquifers and has created large cones of depression around Houston. The declines have caused compaction of clay layers, which has resulted in land surface subsidence and the movement of saline ground water toward the centers of the cones of depression. An electric analog model was used to study the hydrologic system and to simulate the declines in the altitudes of the potentiometric surfaces for several alternative plans of ground-water development. The results indicate that the largest part. of the pumped water comes from storage in the water-table part of the Chicot aquifer. Vertical leakage from the aquifers and water derived from the compaction of clay layers in the aquifers are also large sources of the water being pumped. The response of the system, as observed on the model, indicates that development of additional ground-water supplies from the water-table part of the Chicot aquifer north of Houston would result in a minimum decline of the altitudes of the potentiometric surfaces. Total withdrawals of about 1,000 million gallons (5.8 million cubic meters) per day may be possible without seriously, increasing subsidence or salt-water encroachment. Analyses of the recovery of water levels indicate that both land-surface subsidence and salt-water encroachment could be reduced by artificially recharging the artesian part of the aquifer.

Open-File Report↗
USGS1975

Hydrology of sand-and-gravel aquifer in central and southern Escambia County, Florida

The sand-and-gravel aquifer is the only fresh-water aquifer in the Pensacola area. Problems related to development of the aquifer include maximum safe yield, local contamination, local salt-water intrusion, corrosiveness of the water, areas of high iron concentration, and increasing nitrate concentration. The city of Pensacola is seeking hydrologic information, including water-quality data, to plan for future expansion of the water-supply system. This report summarizes the third year's findings of a 6-year study of the sand-and-gravel aquifer. Although the thickness of the aquifer locally exceeds 1,000 feet (300 metres) most of the clean sand layers are no more than 450 feet (140 metres) below land surface. The highest head is at the north edge of the area; the head is drawn down below sea level in areas of heavy pumping. Ground water moves southward from the northern half of the county to be intercepted near Cantonment. Virtually all ground water discharged south of Cantonment derives from local precipitation. The report contains maps showing concentrations of carbon dioxide, nitrate, and iron in water from the aquifer, potentiometric maps, geohydrologic sections, and lithologic and radioactive logs of test holes.

Florida↗
USGS1974

Hydrology of the abandoned coal mines in the Wyoming Valley, Pennsylvania

Mine-water discharge, into the Susquehanna River degrades the river's quality during periods of low flow to a point critical for subsistence of aquatic life. To determine what measures are required to provide a better quality mine-water discharge in the Wyoming Valley, mine hydrology and mine-water quality are related to mine-pool management. The addition of mine-pool outlets at several locations would increase the rate of discharge and reduce interpool flow, which would reduce the total mineral load discharged to the river. Additional outlets would act as relief overflows to reduce the maximum fluctuation of mine-pool levels, decrease related mine-surface instability, and eliminate surface flooding.

Open-File Report↗