1.2. Discharge Relationships within drainage basins Flashcards
Discharge
the volume of water passing a measuring point or gauging station in a river in a given time. It is measured in cubic metres per second (cumecs).
Cumecs
Cubic metres per second
Peak Flow/Discharge
Maximum discharge in the river
Rising Limb
The rising water in the river
Falling Limb
Falling flood water in the river
Lag Time
Time difference between the peak of the rain storm and the peak flow of the river
Baseflow
Normal discharge of the river (via groundwater flow)
Stormflow (run-off)
Overland flow + throughflow
Bankfull discharge
When the discharge of the river is at the top of the banks - any further discharge will cause flooding
Precipitation type and intensity (Factors affecting storm hydrographs)
Intense rainfall will create a steep rising limb and high peak flow. Low amount of rainfall will more likely infiltrate increasing the lag time and reducing peak flow. Snowmelt can cause flooding and lead to high rates of overland flow, and high peak flows.
Temperature and evapotranspiration (Factors affecting storm hydrographs)
Higher temperature means more evaporation therefore decreasing the peak flow.
Antecedent moisture (Factors affecting storm hydrographs)
If it has been raining previously and the ground is saturated or near saturated, rainfall will quickly produce overland flow and a high peak flow and short lag time.
Drainage basin size and shape (Factors affecting storm hydrographs)
Circular drainage basins respond quicker than liner ones therefore the lag time is reduced in a circular drainage basin.
Drainage density (Factors affecting storm hydrographs)
Urban areas with high drainage density reduce the lag time a lot; it is the opposite with areas with low drainage density.
Porosity (Factors affecting storm hydrographs)
The more porous the surface the higher lag time and increases the peak flow there is as the water is more likely to be infiltrated. Areas that aren’t porous have a reduced lag time and reduced peak flows.