Editing Hydrograph (section)

==Unit hydrograph==
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A '''unit hydrograph''' (UH) is the hypothetical unit response of a watershed (in terms of runoff volume and timing) to a unit input of rainfall.<ref>L. Sherman, "Stream Flow from Rainfall by the Unit Graph Method," Engineering News Record, No. 108, 1932, pp. 501-505.</ref> It can be defined as the ''direct runoff hydrograph'' (DRH) resulting from one unit (e.g., one cm or one inch) of ''effective rainfall'' occurring uniformly over that watershed at a uniform rate over a unit period of time.  As a UH is applicable only to the direct  runoff component of a hydrograph (i.e., [[surface runoff]]), a separate determination of the baseflow component is required.

A UH is specific to a particular watershed, and specific to a particular length of time corresponding to the duration of the effective rainfall.  That is, the UH is specified as being the 1-hour, 6-hour, or 24-hour UH, or any other length of time up to the ''time of concentration'' of direct runoff at the watershed outlet.  Thus, for a given watershed, there can be many unit hydrographs, each one corresponding to a different duration of effective rainfall.

The UH technique provides a practical and relatively easy-to-apply tool for quantifying the effect of a unit of rainfall on the corresponding runoff from a particular [[drainage basin]].<ref>{{Cite journal |last1=Holtan |first1=H. N. |last2=Overton |first2=D. E. |date=1963-01-01 |title=Analyses and application of simple hydrographs |url=https://dx.doi.org/10.1016/0022-1694%2863%2990005-2 |journal=Journal of Hydrology |language=en |volume=1 |issue=3 |pages=250–264 |doi=10.1016/0022-1694(63)90005-2 |bibcode=1963JHyd....1..250H |issn=0022-1694|url-access=subscription }}</ref>  UH theory assumes that a watershed's runoff response is linear, time-invariant, and that the effective rainfall occurs uniformly over the entirety of the watershed.  In the real world, none of these assumptions are strictly true.  Nevertheless, the application of UH methods typically yields a reasonable approximation of the flood response of natural watersheds.  The linear assumptions underlying UH theory allow for the variation in storm intensity over time (i.e., the storm ''hyetograph'') to be simulated by applying the principles of superposition and proportionality to separate storm components to determine the resulting cumulative hydrograph.  This allows for a relatively straightforward calculation of the hydrograph response to any arbitrary rain event.

An instantaneous unit hydrograph is a further refinement of the concept; for an IUH, the input rainfall is assumed to all take place at a discrete point in time (obviously, this isn't the case for actual rainstorms). Making this assumption can greatly simplify the analysis involved in constructing a unit hydrograph, and it is necessary for the creation of a geomorphologic instantaneous unit hydrograph.

The creation of a GIUH is possible given nothing more than topologic data for a particular drainage basin. In fact, only the number of streams of a given order, the mean length of streams of a given order, and the mean land area draining directly to streams of a given order are absolutely required (and can be estimated rather than explicitly calculated if necessary). It is therefore possible to calculate a GIUH for a basin without any data about stream height or flow, which may not always be available.