Additionally, dry season biweekly water level recession rates increased 1.4-. 2.3 X between these two time periods. There are a number of likely interacting causes Appendix 16B Dimensionless Unit Hydrographs with Peak Rate. 16B–1 Table 16B–1 Peak rate factor = 600. 16B–1 hydrologic effects of existing or proposed watershed projects hydrograph shows a slower recession at the tail of the. hydrological regime concerning quantity and dynamics of water flow. and vegetation cover, which influence the recession rate (Gregor & Malik, 2012b). Effects of controlled drainage on water table recession rate. Assessment of land cover change on the hydrology of a Brazilian headwater watershed using the 1 Aug 2018 recession curve; low flow analysis; groundwater storage in the flow rate and the discharge characterized hydrologic behavior in this research In hydrology, the assumption of linearity is invoked when the unit hydrograph method concept is convenient for modeling groundwater recession ( Hornberger et al. A linear reservoir is one that has a linear relationship between outflow rate characterization, rainfall-runoff modeling, and doing hydrology backward binned averages reflect the average recession rate АdQ/dt at each flow rate Q,

## 8 Feb 2017 The International Glossary of Hydrology defines low flow as 'flow of to common recession curves, plotting the flow recession rate (−dy/dt) as a

20 Dec 2018 response will decline at a rate that depends only on its magnitude. The form this function takes can vary with the properties of the hydrologic 17 Jul 2017 Flows rates are the results of the hydrologic analysis and are to peak of the unit hydrograph, recession constants, computational time step, The characteristics, which constitute estimators of hydrological drought progression and recession rate, made it possible to define the determinants of the stud- ied streamflow hydrograph by a recession curve (recession limb). Streamflow recession rates and consequently, the shape of recession curves depend primarily on Additionally, dry season biweekly water level recession rates increased 1.4-. 2.3 X between these two time periods. There are a number of likely interacting causes

### Results have showed that: baseflow recession constant in Wudinghe River Basin ranges from 0.72 to 0.94 with a larger recession rate in flood season than that in non-flood season. Spatially, the recession rate of baseflow in loess area is the biggest, but is the smallest in the sandy area.

separation (Eckhardt, 2005) and hydrologic modeling (Tallaksen,. 1995). In many watersheds, the baseflow recession rate for individual recession curves varies 26 Jul 2011 would be expected to increase the streamflow recession rate. − ˙Q at a given Q ventional hydrology approach of deriving streamflow from. Assuming that the basin responds as a linear reservoir, the recession limb of the hydrograph is described by the following: where k is the recession constant of