Using RDII or RTK or I&I Hydrographs in #INFOSEWER
Using RDII or RTK or I&I Hydrographs in #INFOSEWER – InfoSewer from Innovyze also has the features to model Infiltration/Inflow from Rainfall Events into a Sanitary or Combined Sewershed. There are three parameters, R, T, and K, a Sewershed Area, and a fraction division that divides up the overall R to the individual R's.
Let's consider the following example:
- The overall R (percent of Rainfall that turns into Rainfall Dependent Infiltration Inflow): 10%
- R1, R2, and R3 are the individual R's.
- The fraction division for R1, R2, and R3 is 0.2, 0.4, and 0.4 respectively.
Now, we can calculate the individual R's as follows:
a. R1 = 0.2 * 10 / 100 = 0.02
So, the individual R's are R1 = 0.02, R2 = 0.04, and R3 = 0.04.
1UH has an overall R (percent of Rainfall that turns into Rainfall Dependent Infiltration Inflow)
a. R1 = Percent R1 * R / 100
b. R2 = Percent R2 * R / 100
c. R3 = R – R1 – R2
Figure 1 shows the Rainfall for InfoSewer
Figure 2 shows the result of using 100 Percent R1, R2 or R3 at a node
Figure 1 - Rainfall for RTK in InfoSewer |
Figure 2 - Resultant UH for Nodes with only R1, R2 or R3. |