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W. B. Langbein

Publications and source records attributed to W. B. Langbein.

17 recordsLinked to original sources

Some general observations of physiographic and climatic influences on floods

The magnitude of flood‐runoff and the degree to which it concentrates in river‐channels with respect to time is known to vary within wide limits. To a considerable extent these variations relate to the physiographic and edaphlc features of the drainage‐basins as they have been developed by the geologic and climatic history of the particular province in which they are located. Although storms of high intensity occur throughout the United States, the runoff therefrom has been observed to have certain inherent characteristics in wet or humid areas that are different from those in arid or semiarld regions even though the laws governing the flow of water either over ground or in river‐channels are universal in application. Essential features of flood‐behavior in wet or humid areas where stream‐flow is sustained throughout the year and river‐channels and valleys are comparatively well defined and permanent, differ from those in arid or semiarld regions where stream‐flow is very erratic and flashy and the channels are formed largely by occasional intense runoff rather than the slow and orderly development by the continuous occupancy by flowing water. Moreover the flood‐problem in areas where a part of the precipitation occurs as snow differs from that in areas where all the precipitation occurs as rain. Furthermore, in areas where snow does occur there seems to be a wide range in flood‐runoff characteristics depending upon the temperature in and altitude of the particular zone. Some of the different flood‐characteristics as they relate to total runoff and the concentration thereof are described herein and possible reasons therefor are related to conditions which seem to be more or less inherent in particular physiographic and climatic provinces.

Eos, Transactions, American Geophysical Union

Channel‐storage and unit‐hydrograph studies

Recent studies of the rainfal‐and‐runoff relation tend towards treatment of the subject in two parts, namely, (1) the ground‐phase, which includes the study of such processes as infiltration and evaporation, and (2) the channel‐phase, which comprehends the study of the flow of water in the channel‐system with particular reference to flood‐wave movement. This paper discusses the channel‐phase.

Eos, Transactions, American Geophysical Union

Trends in runoff in the Pacific Northwest

The diminution in runoff in the Pacific Northwest, particularly the Columbia River Basin, during the past 50 years, and its hydrologic significance are discussed in this paper. An analysis of the rainfall‐runoff relations for the Basin is made in order to explain the different influence of short‐ and long‐term precipitation factors on the diminution of runoff. The indicated effects of long‐term precipitation may reflect the influence of ground‐water storage.

Oregon, Washington

Discussion of “Annual floods and the partial duration flood series”

The writer is interested in finding from this paper a similar idea which he had in mind when engaging in a statistical study of hydrologic data, a part of the Highway Drainage Research Project being carried out in the Department of Civil Engineering, the University of Illinois. However, a complete presentation of the study will be reserved for future publications, and only fragments of thought are discussed here. In treating hydrologic data for the study of their frequency of recurrence, two phases of study are generally met. One is the frequency of recurrence for the observed distributions, and the other is the corresponding frequency of recurrence for the theoretical distributions of best‐fit. The former is usually required for the purpose of plotting observed data, and hence is called the “plotting positions,” a term used by Foster [1934, p. 1217]. The latter is treated by the mathematical theory of probability, and generally serves as a theoretical interpretation of the observed phenomena.

Eos, Transactions, American Geophysical Union

Progress report on an international decade for hydrology

As reported in the Transactions of March 1961 (p. 96), the ad hoc Panel on Hydrology convened to report on ways of stimulating research in scientific hydrology , recommended a program of international cooperation in hydrology —more specifically a plan for an ‘ International Decade for Hydrology ,’ as drawn for the Panel by R. L. Nace. The proposal for an international program in scientific hydrology was submitted to the Council of the International Association of Scientific Hydrology (IASH), meeting at Athens during October 1961, and was explained to them by Nace. The proposal was endorsed in principle by the country representatives who were present, and further endorsement is being requested of national committees not represented at Athens. The report of the ad hoc Panel on International Cooperation in Hydrology will be published in a forthcoming Bulletin of the International Association of Scientific Hydrology .

Article

Dams, reservoirs, and withdrawals for water supply; historic trends

The U.S. Geological Survey (USGS) from time to time has published an inventory of major reservoirs and controlled natural lakes. The latest available USGS report indicated that as of 1963, usable capacity in major reservoirs (those having 5 ,000 acre-ft of usable capacity) totaled 359 million acre-ft. The growth rate for total capacity averaged about 80%/decade until the early 1960's. Since then, reservoir capacity has increased at a markedly slower rate, the effects of approaching an asymptotic limit on capacity in some areas, compounded, by increasing public aversion toward reservoir construction. The trend toward non-structural measures places greater dependence on management skill and on better forecasts. At some point, the potentials of conservation and better management will become less effective than reservoirs and there will again be an upward trend in reservoir capacity. (Lantz-PTT)

Open-File Report

Yearly variations in runoff and frequency of dry years for the conterminous United States, 1911-79

Gaging-station data are presented on variations in annual runoff over the conterminous United States and nearby Canada during the period 1911-79 in tabular and graphic (map) form. These data bring up-to-date and extend backward in time previous reports on streamflow stations by Harbeck and Langbein in 1949 which covered the period 1921-45 and that by Busby in 1963 which covered the period 1931-60. As depicted in Langbein and Slack (1980), these data show that, contained within a rather large seemingly random or sporadic pattern, there appears to be a previously unnoticed degree of similarity in the occurrence of subnormal flows across the country. In each of three regions, viz., West, Center, and East, dry years were concentrated in two sequences, one centered in the 1930 's and the second in the decade from the mid-50 's to the mid-60's. (USGS)

Open-File Report

A note on costs of collecting hydrometric flow data in the United States

Information for comparing costs of collecting hydrometric data in different countries may promote efficiency of operations. The hydrometric programme in the United States consists of 8400 full-record stations and an equal number of partial-record stations operated by 47 district offices. A sampling of four districts selected to represent the range of hydrometric conditions in the country indicated that costs (in 1972) for installation of a full-record station intended for indefinite terms of operation ranged between $5000 and $10,000. Short-term stations range between $2500 and $4000. Costs of operation for full-record stations ranged between $800 and $1250 per year, whereas office costs for processing the record ranged between $500 and $1250. A very considerable emphasis is given in the programme to partial-record stations designed to furnish specific information for floods and droughts. Annual costs in terms of full-record stations range from only 5 per cent for a low-flow station, 15–20 per cent for a crest-stage record, to 50 per cent for a flood-hydrogram station. Publication costs average about $7 per page. This small sample survey shows considerable variations and even greater variations might be expected internationally. In any case, differences in costs nationally or internationally invite proper inquiry as to causes in the search for economy.

Hydrological Sciences Bulletin

The hydraulic geometry of a shallow estuary

An analogy with entropy production in steady-state systems leads to a statement that the geometry of natural waterways is governed by two opposing influences: a ) equal work per unit of area of bed, and b) minimum work done in the system as a whole. The resulting calculations applied to shallow , estuaries are verified by field measurements.

International Association of Scientific Hydrology

Mapping mean areal precipitation

A method is presented for using point mean precipitation data to estimate areal values in regions of high relief. Variation of precipitation with altitude is determined. Local anomalies from this relationship are mapped, and lines of equal anomaly are drawn. By use of the mean relation corrected for the local anomaly, the mean precipitation at any point can be determined and an isohyetal map drawn. A similar approach can be used to determine mean temperature for studies of snowmelt or of potential evapotranspiration.

International Association of Scientific Hydrology

Extending flood-frequency graphs by comparison with rainfall

Flood discharge is the consequence of many contributing hydrologic events which may be presumed to occur fortuitously and independently, such that the probability of a given flood is the product of the probability of each independent contributing event. Of the many factors that lead to a flood, the two most prominent are (1) storm rainfall and (2) the "antecedent conditions" (3.g., conditions of the soil encountered by the rainstorm).

Open-File Report

Fitting curves to cyclic data

A common problem in hydrology is to fit a smooth curve to cyclic or periodic data, either to define the most probable values of the data or to test some principle that one wishes to demonstrate. This study treats of those problems where the length or period of the cycle is know beforehand - as a day, year, or meander length for example. Curve-fitting can be made by free-hand drawing, and where the data are closely aligned this method offers the simplest and most direct course. However, there are many problems where the best fit is far from obvious, and analytical methods may be necessary.

Open-File Report