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Discharge (hydrology)

In hydrology, discharge is the volumetric flow rate (volume per time, in units of m3/h or ft3/h) of a stream. It equals the product of average flow velocity (with dimension of length per time, in m/h or ft/h) and the cross-sectional area (in m2 or ft2).[1] It includes any suspended solids (e.g. sediment), dissolved chemicals (e.g. CaCO3(aq)), or biologic material (e.g. diatoms) in addition to the water itself. Terms may vary between disciplines. For example, a fluvial hydrologist studying natural river systems may define discharge as streamflow, whereas an engineer operating a reservoir system may equate it with outflow, contrasted with inflow.

Formulation edit

A discharge is a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass. Thus the water discharge of a tap (faucet) can be measured with a measuring jug and a stopwatch. Here the discharge might be 1 litre per 15 seconds, equivalent to 67 ml/second or 4 litres/minute. This is an average measure. For measuring the discharge of a river we need a different method and the most common is the 'area-velocity' method. The area is the cross sectional area across a river and the average velocity across that section needs to be measured for a unit time, commonly a minute. Measurement of cross sectional area and average velocity, although simple in concept, are frequently non-trivial to determine.

The units that are typically used to express discharge in streams or rivers include m3/s (cubic meters per second), ft3/s (cubic feet per second or cfs) and/or acre-feet per day.[2]

A commonly applied methodology for measuring, and estimating, the discharge of a river is based on a simplified form of the continuity equation. The equation implies that for any incompressible fluid, such as liquid water, the discharge (Q) is equal to the product of the stream's cross-sectional area (A) and its mean velocity ( ), and is written as:

 

where

  •   is the discharge ([L3T−1]; m3/s or ft3/s)
  •   is the cross-sectional area of the portion of the channel occupied by the flow ([L2]; m2 or ft2)
  •   is the average flow velocity ([LT−1]; m/s or ft/s)

For example, the average discharge of the Rhine river in Europe is 2,200 cubic metres per second (78,000 cu ft/s) or 190,000,000 cubic metres (150,000 acre⋅ft) per day.

Because of the difficulties of measurement, a stream gauge is often used at a fixed location on the stream or river.

Hydrograph edit

 
A stream hydrograph. Increases in stream flow follow rainfall or snowmelt. The gradual decay in flow after the peaks reflects diminishing supply from groundwater.

A hydrograph is a graph showing the rate of flow (discharge) versus time past a specific point in a river, channel, or conduit carrying flow. The rate of flow is typically expressed in cubic meters or cubic feet per second (cms or cfs).

Hydrographs often relate changes of precipitation to changes in discharge over time.[3] It can also refer to a graph showing the volume of water reaching a particular outfall, or location in a sewerage network. Graphs are commonly used in the design of sewerage, more specifically, the design of surface water sewerage systems and combined sewers.

Catchment discharge edit

 
Torrente Pescone, one of the inflows of Lake Orta (Italy).

The catchment of a river above a certain location is determined by the surface area of all land which drains toward the river from above that point. The river's discharge at that location depends on the rainfall on the catchment or drainage area and the inflow or outflow of groundwater to or from the area, stream modifications such as dams and irrigation diversions, as well as evaporation and evapotranspiration from the area's land and plant surfaces. In storm hydrology, an important consideration is the stream's discharge hydrograph, a record of how the discharge varies over time after a precipitation event. The stream rises to a peak flow after each precipitation event, then falls in a slow recession. Because the peak flow also corresponds to the maximum water level reached during the event, it is of interest in flood studies. Analysis of the relationship between precipitation intensity and duration and the response of the stream discharge are aided by the concept of the unit hydrograph, which represents the response of stream discharge over time to the application of a hypothetical "unit" amount and duration of rainfall (e.g., half an inch over one hour). The amount of precipitation correlates to the volume of water (depending on the area of the catchment) that subsequently flows out of the river. Using the unit hydrograph method, actual historical rainfalls can be modeled mathematically to confirm characteristics of historical floods, and hypothetical "design storms" can be created for comparison to observed stream responses.

The relationship between the discharge in the stream at a given cross-section and the level of the stream is described by a rating curve. Average velocities and the cross-sectional area of the stream are measured for a given stream level. The velocity and the area give the discharge for that level. After measurements are made for several different levels, a rating table or rating curve may be developed. Once rated, the discharge in the stream may be determined by measuring the level, and determining the corresponding discharge from the rating curve. If a continuous level-recording device is located at a rated cross-section, the stream's discharge may be continuously determined.

Larger flows (higher discharges) can transport more sediment and larger particles downstream than smaller flows due to their greater force. Larger flows can also erode stream banks and damage public infrastructure.

Catchment effects on discharge and morphology edit

G. H. Dury and M. J. Bradshaw are two geographers who devised models showing the relationship between discharge and other variables in a river. The Bradshaw model described how pebble size and other variables change from source to mouth; while Dury considered the relationships between discharge and variables such as stream slope and friction. These follow from the ideas presented by Leopold, Wolman and Miller in Fluvial Processes in Geomorphology.[4] and on land use affecting river discharge and bedload supply.[5]

Inflow edit

 
Visual description of Hydrologic Cycle

Inflow is the sum of processes within the hydrologic cycle that increase the water levels of bodies of water.[6] Most precipitation occurs directly over bodies of water such as the oceans, or on land as surface runoff.[7] A portion of runoff enters streams and rivers, and another portion soaks into the ground as groundwater seepage.[8] The rest soaks into the ground as infiltration, some of which infiltrates deep into the ground to replenish aquifers.[9]

See also edit

References edit

  1. ^ Buchanan, T.J. and Somers, W.P., 1969, Discharge Measurements at Gaging Stations: U.S. Geological Survey Techniques of Water-Resources Investigations, Book 3, Chapter A8, p. 1.
  2. ^ Dunne, T., and Leopold, L.B., 1978, Water in Environmental Planning: San Francisco, Calif., W.H. Freeman, pp. 257–258.
  3. ^ Sherman, LeRoy K. (1932). "The relation of hydrographs of runoff to size and character of drainage-basins". Transactions, American Geophysical Union. 13 (1): 332. doi:10.1029/TR013i001p00332. ISSN 0002-8606.
  4. ^ L. B. Leopold, M. G. Wolman J. P. and Miller, Fluvial Processes in Geomorphology, W. H. Freeman, San Francisco, 1964.
  5. ^ G. M. Kondolf, H. Piégay and N. Landon, "Channel response to increased and decreased bedload supply from land use change: contrasts between two catchments", Geomorphology, 45/1–2, pp. 35–51.
  6. ^ "The Hydrologic Cycle | Freshwater Inflows". freshwaterinflow.org. Retrieved 2020-12-09.
  7. ^ DOC, NOAA. "Description of the Hydrologic Cycle". www.nwrfc.noaa.gov. Retrieved 2020-12-09.
  8. ^ "Groundwater Flows Underground". usgs.gov. Retrieved 2020-12-09.
  9. ^ "Precipitation and the Water Cycle". usgs.gov. Retrieved 2020-12-09.

External links edit

  • (PDF). USDA NRCS National Engineering Handbook. Part 630: Hydrology. USDA. April 2012. Archived from the original (PDF) on 2021-04-19. Retrieved 2017-09-11.
  • . Part 630: Hydrology. USDA. May 2012. Archived from the original on 2022-01-14. Retrieved 2017-09-11.

discharge, hydrology, this, article, needs, additional, citations, verification, please, help, improve, this, article, adding, citations, reliable, sources, unsourced, material, challenged, removed, find, sources, discharge, hydrology, news, newspapers, books,. This article needs additional citations for verification Please help improve this article by adding citations to reliable sources Unsourced material may be challenged and removed Find sources Discharge hydrology news newspapers books scholar JSTOR December 2023 Learn how and when to remove this template message In hydrology discharge is the volumetric flow rate volume per time in units of m3 h or ft3 h of a stream It equals the product of average flow velocity with dimension of length per time in m h or ft h and the cross sectional area in m2 or ft2 1 It includes any suspended solids e g sediment dissolved chemicals e g CaCO3 aq or biologic material e g diatoms in addition to the water itself Terms may vary between disciplines For example a fluvial hydrologist studying natural river systems may define discharge as streamflow whereas an engineer operating a reservoir system may equate it with outflow contrasted with inflow Contents 1 Formulation 2 Hydrograph 3 Catchment discharge 4 Catchment effects on discharge and morphology 5 Inflow 6 See also 7 References 8 External linksFormulation editA discharge is a measure of the quantity of any fluid flow over unit time The quantity may be either volume or mass Thus the water discharge of a tap faucet can be measured with a measuring jug and a stopwatch Here the discharge might be 1 litre per 15 seconds equivalent to 67 ml second or 4 litres minute This is an average measure For measuring the discharge of a river we need a different method and the most common is the area velocity method The area is the cross sectional area across a river and the average velocity across that section needs to be measured for a unit time commonly a minute Measurement of cross sectional area and average velocity although simple in concept are frequently non trivial to determine The units that are typically used to express discharge in streams or rivers include m3 s cubic meters per second ft3 s cubic feet per second or cfs and or acre feet per day 2 A commonly applied methodology for measuring and estimating the discharge of a river is based on a simplified form of the continuity equation The equation implies that for any incompressible fluid such as liquid water the discharge Q is equal to the product of the stream s cross sectional area A and its mean velocity u displaystyle bar u nbsp and is written as Q A u displaystyle Q A bar u nbsp where Q displaystyle Q nbsp is the discharge L3T 1 m3 s or ft3 s A displaystyle A nbsp is the cross sectional area of the portion of the channel occupied by the flow L2 m2 or ft2 u displaystyle bar u nbsp is the average flow velocity LT 1 m s or ft s For example the average discharge of the Rhine river in Europe is 2 200 cubic metres per second 78 000 cu ft s or 190 000 000 cubic metres 150 000 acre ft per day Because of the difficulties of measurement a stream gauge is often used at a fixed location on the stream or river Hydrograph editThis section is an excerpt from Hydrograph edit nbsp A stream hydrograph Increases in stream flow follow rainfall or snowmelt The gradual decay in flow after the peaks reflects diminishing supply from groundwater A hydrograph is a graph showing the rate of flow discharge versus time past a specific point in a river channel or conduit carrying flow The rate of flow is typically expressed in cubic meters or cubic feet per second cms or cfs Hydrographs often relate changes of precipitation to changes in discharge over time 3 It can also refer to a graph showing the volume of water reaching a particular outfall or location in a sewerage network Graphs are commonly used in the design of sewerage more specifically the design of surface water sewerage systems and combined sewers Catchment discharge edit nbsp Torrente Pescone one of the inflows of Lake Orta Italy The catchment of a river above a certain location is determined by the surface area of all land which drains toward the river from above that point The river s discharge at that location depends on the rainfall on the catchment or drainage area and the inflow or outflow of groundwater to or from the area stream modifications such as dams and irrigation diversions as well as evaporation and evapotranspiration from the area s land and plant surfaces In storm hydrology an important consideration is the stream s discharge hydrograph a record of how the discharge varies over time after a precipitation event The stream rises to a peak flow after each precipitation event then falls in a slow recession Because the peak flow also corresponds to the maximum water level reached during the event it is of interest in flood studies Analysis of the relationship between precipitation intensity and duration and the response of the stream discharge are aided by the concept of the unit hydrograph which represents the response of stream discharge over time to the application of a hypothetical unit amount and duration of rainfall e g half an inch over one hour The amount of precipitation correlates to the volume of water depending on the area of the catchment that subsequently flows out of the river Using the unit hydrograph method actual historical rainfalls can be modeled mathematically to confirm characteristics of historical floods and hypothetical design storms can be created for comparison to observed stream responses The relationship between the discharge in the stream at a given cross section and the level of the stream is described by a rating curve Average velocities and the cross sectional area of the stream are measured for a given stream level The velocity and the area give the discharge for that level After measurements are made for several different levels a rating table or rating curve may be developed Once rated the discharge in the stream may be determined by measuring the level and determining the corresponding discharge from the rating curve If a continuous level recording device is located at a rated cross section the stream s discharge may be continuously determined Larger flows higher discharges can transport more sediment and larger particles downstream than smaller flows due to their greater force Larger flows can also erode stream banks and damage public infrastructure Catchment effects on discharge and morphology editG H Dury and M J Bradshaw are two geographers who devised models showing the relationship between discharge and other variables in a river The Bradshaw model described how pebble size and other variables change from source to mouth while Dury considered the relationships between discharge and variables such as stream slope and friction These follow from the ideas presented by Leopold Wolman and Miller in Fluvial Processes in Geomorphology 4 and on land use affecting river discharge and bedload supply 5 Inflow editThis section may need to be rewritten to comply with Wikipedia s quality standards You can help The talk page may contain suggestions December 2023 nbsp Visual description of Hydrologic CycleInflow is the sum of processes within the hydrologic cycle that increase the water levels of bodies of water 6 Most precipitation occurs directly over bodies of water such as the oceans or on land as surface runoff 7 A portion of runoff enters streams and rivers and another portion soaks into the ground as groundwater seepage 8 The rest soaks into the ground as infiltration some of which infiltrates deep into the ground to replenish aquifers 9 See also editList of rivers by discharge Groundwater discharge Submarine groundwater discharge Stream gauge HydrologyReferences edit Buchanan T J and Somers W P 1969 Discharge Measurements at Gaging Stations U S Geological Survey Techniques of Water Resources Investigations Book 3 Chapter A8 p 1 Dunne T and Leopold L B 1978 Water in Environmental Planning San Francisco Calif W H Freeman pp 257 258 Sherman LeRoy K 1932 The relation of hydrographs of runoff to size and character of drainage basins Transactions American Geophysical Union 13 1 332 doi 10 1029 TR013i001p00332 ISSN 0002 8606 L B Leopold M G Wolman J P and Miller Fluvial Processes in Geomorphology W H Freeman San Francisco 1964 G M Kondolf H Piegay and N Landon Channel response to increased and decreased bedload supply from land use change contrasts between two catchments Geomorphology 45 1 2 pp 35 51 The Hydrologic Cycle Freshwater Inflows freshwaterinflow org Retrieved 2020 12 09 DOC NOAA Description of the Hydrologic Cycle www nwrfc noaa gov Retrieved 2020 12 09 Groundwater Flows Underground usgs gov Retrieved 2020 12 09 Precipitation and the Water Cycle usgs gov Retrieved 2020 12 09 External links edit Chapter 14 Stage Discharge Relationships PDF USDA NRCS National Engineering Handbook Part 630 Hydrology USDA April 2012 Archived from the original PDF on 2021 04 19 Retrieved 2017 09 11 USDA NRCS National Engineering Handbook Part 630 Hydrology USDA May 2012 Archived from the original on 2022 01 14 Retrieved 2017 09 11 Retrieved from https en wikipedia org w index php title Discharge hydrology amp oldid 1202796047, wikipedia, wiki, book, books, library,

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