User Tools

Site Tools


start:hype_model_description:hype_routing

Differences

This shows you the differences between two versions of the page.

Link to this comparison view

Both sides previous revision Previous revision
Next revision Both sides next revision
start:hype_model_description:hype_routing [2018/06/12 10:06]
cpers
start:hype_model_description:hype_routing [2018/08/10 15:49]
cpers [Common rivers processes]
Line 66: Line 66:
 The delay in the watercourse (//​transtime//​) in days is determined by the length of the watercourse (//​rivlen//​) and the water’s maximum velocity (//​rivvel//​). The maximum velocity is a general parameter with unit //m/s//. The delay in the local river is dependent on subbasin size, as stream length calculated from its area. The delay is a pure translation. The delay is divided into whole days (//ttday//) and parts of the day (//​ttpart//​). The delay in the watercourse (//​transtime//​) in days is determined by the length of the watercourse (//​rivlen//​) and the water’s maximum velocity (//​rivvel//​). The maximum velocity is a general parameter with unit //m/s//. The delay in the local river is dependent on subbasin size, as stream length calculated from its area. The delay is a pure translation. The delay is divided into whole days (//ttday//) and parts of the day (//​ttpart//​).
  
-<m> transtime = rivlen/​{rivvel~8.64~10^4} </m>+<m> transtime = rivlen/​{rivvel*8.64*10^4} </m>
  
 <m> ttday = INT(transtime) </m> <m> ttday = INT(transtime) </m>
start/hype_model_description/hype_routing.txt · Last modified: 2024/01/25 11:37 (external edit)