rainfall$66629$ - translation to ελληνικό
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rainfall$66629$ - translation to ελληνικό

MATHEMATICAL MODEL
Rainfall-runoff; Rainfall runoff conversion; Rainfall-runoff relations; Rainfall-runoff model; Runoff hydrograph; Rainfall runoff model; Reservoir hydrograph; Reservoir runoff model; Runoff reservoir model; Rainfall runoff relation; Rainfall runoff relationship; Rainfall-runoff relation; Rainfall-runoff relationship; Rainfall runoff relations; Surface water recharge; Rainfall runoff transformation; Runoff model; Rainfall- runoff; Surface runoff model; RainOff model; Recharge (hydrology)
  • Figure 1. A linear reservoir
  • Figure 2. A non-linear reservoir
  • Figure 4. Actual and simulated discharge, Rogbom valley
  • Figure 6. Non-linear reservoir with pre-reservoir for recharge
  • Figure 5. Rainfall and recharge, Rogbom valley
  • Figure 7. Runoff from the water balance
  • The Nash Model uses a cascade of linear reservoirs to predict streamflow. Software for this model exists.<ref>Software description for the Nash cascade hydrological model. On line: [https://www.waterlog.info/nashmod.htm].</ref>

rainfall      
n. βροχή, βροχόπτωση

Ορισμός

rain
I
n.
1) to make, produce rain
2) (a) driving, heavy, pouring, soaking, torrential; freezing; intermittent; light; steady rain
3) acid rain
4) rain falls; freezes; lets up; pours; starts; stops
5) rain beats, patters (against the windows)
6) (misc.) the rain came down in buckets; to get caught in the rain
II
v. to rain hard

Βικιπαίδεια

Runoff model (reservoir)

A runoff model or rainfall-runoff model describes how rainfall is converted into runoff in a drainage basin (catchment area or watershed). More precisely, it produces a surface runoff hydrograph in response to a rainfall event, represented by and input as a hyetograph. Rainfall-runoff models need to be calibrated before they can be used.

A well known runoff model is the linear reservoir, but in practice it has limited applicability. The runoff model with a non-linear reservoir is more universally applicable, but still it holds only for catchments whose surface area is limited by the condition that the rainfall can be considered more or less uniformly distributed over the area. The maximum size of the watershed then depends on the rainfall characteristics of the region. When the study area is too large, it can be divided into sub-catchments and the various runoff hydrographs may be combined using flood routing techniques.