Saturday, November 5, 2022

Using RDII or RTK or I&I Hydrographs in #INFOSEWER, FY2023

 

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:

  1. The overall R (percent of Rainfall that turns into Rainfall Dependent Infiltration Inflow): 10%
  2. R1, R2, and R3 are the individual R's.
  3. 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

b. R2 = 0.4 * 10 / 100 = 0.04 c. R3 = 10 - 0.02 - 0.04 = 0.04

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

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Figure 1 - Rainfall for RTK in InfoSewer


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Figure 2 - Resultant UH for Nodes with only R1, R2 or R3.

Balaji Ideas for conducting conferences in General from his Twitter Feed

Balaji Ideas for conducting conferences in General from his Twitter Feed

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