Routing (hydrology)

In hydrology, routing is a technique used to predict the changes in shape of a hydrograph as water moves through a river channel or a reservoir. In flood forecasting, hydrologists may want to know how a short burst of intense rain in an area upstream of a city will change as it reaches the city. Routing can be used to determine whether the pulse of rain reaches the city as a deluge or a trickle.

Routing also can be used to predict the hydrograph shape (and thus lowland flooding potential) subsequent to multiple rainfall events in different sub-catchments of the watershed. Timing and duration of the rainfall events, as well as factors such as antecedent moisture conditions, overall watershed shape, along with subcatchment-area shapes, land slopes (topography/physiography), geology/hydrogeology (i.e. forests and aquifers can serve as giant sponges that absorb rainfall and slowly release it over subsequent weeks and months), and stream-reach lengths all play a role here. The result can be an additive effect (i.e. a large flood if each subcatchment's respective hydrograph peak arrives at the watershed mouth at the same point in time, thereby effectively causing a "stacking" of the hydrograph peaks), or a more distributed-in-time effect (i.e. a lengthy but relatively modest flood, effectively attenuated in time, as the individual subcatchment peaks arrive at the mouth of the main watershed channel in orderly succession).[1] [2] [3]

Other uses of routing include reservoir and channel design, floodplain studies and watershed simulations.[4]

If the water flow at a particular point, A, in a stream is measured over time with a flow gauge, this information can be used to create a hydrograph. A short period of intense rain, normally called a flood event, can cause a bulge in the graph, as the increased water travels down the river, reaches the flow gauge at A, and passes along it. If another flow gauge at B, downstream of A is set up, one would expect the graph's bulge (or floodwave) to have the same shape. However, the shape of the river and flow resistance within a river (from the river bed, for example) can affect the shape of the floodwave. Oftentimes, the floodwave will be attenuated (have a reduced peak flow).

Routing techniques can be broadly classified as hydraulic (or distributed) routing, hydrologic (or lumped) routing or semi-distributed routing. In general, based on the available field data and goals of the project, one of routing procedures is selected.

  1. ^ Tague, CL and LE Band. Evaluating explicit and implicit routing for watershed hydro-ecological models of forest hydrology at the small catchment scale. Hydrological Processes 15, pages 1415–1439 (2001). Available online at http://andrewsforest.oregonstate.edu/pubs/pdf/pub3128.pdf
  2. ^ Example Watershed Configurations. Texas A&M University. Available online at http://swat.tamu.edu/media/69422/Appendix-B.pdf
  3. ^ Watershed Delineation, Lecture 3. Utah State University, United States Environmental Protection Agency, and AquaTerra Consultants. Available online at https://www.epa.gov/sites/production/files/2015-07/documents/lecture-3-watershed-delineation.pdf
  4. ^ EM 1110-2-1417 (1994). "Chapter 9 - Streamflow and Reservoir Routing" (PDF). Flood Run-off Analysis. U.S. Army Corps of Engineers. p. 9–1.{{cite conference}}: CS1 maint: numeric names: authors list (link)

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