Standard Duration of Effective Rainfall given Modified Basin Lag Solution

STEP 0: Pre-Calculation Summary
Formula Used
Standard Duration of Effective Rainfall = Non-standard rainfall duration-4*(Modified Basin Lag-Basin Lag)
tr = tR-4*(t'p-tp)
This formula uses 4 Variables
Variables Used
Standard Duration of Effective Rainfall - (Measured in Second) - Standard Duration of Effective Rainfall as adopted by Snyder.
Non-standard rainfall duration - (Measured in Second) - Non-standard rainfall duration to derive modified basin lag.
Modified Basin Lag - (Measured in Second) - Modified Basin Lag for an effective duration rainfall.
Basin Lag - (Measured in Second) - Basin Lag is the elapsed time between the occurrences of the centroids of the effective rainfall.
STEP 1: Convert Input(s) to Base Unit
Non-standard rainfall duration: 2 Hour --> 7200 Second (Check conversion ​here)
Modified Basin Lag: 6.22 Hour --> 22392 Second (Check conversion ​here)
Basin Lag: 6 Hour --> 21600 Second (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
tr = tR-4*(t'p-tp) --> 7200-4*(22392-21600)
Evaluating ... ...
tr = 4032
STEP 3: Convert Result to Output's Unit
4032 Second -->1.12 Hour (Check conversion ​here)
FINAL ANSWER
1.12 Hour <-- Standard Duration of Effective Rainfall
(Calculation completed in 00.020 seconds)

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Synder's Synthetic Unit Hydrograph Calculators

Regional Constant given Peak Discharge for Nonstandard Effective Rainfall
​ LaTeX ​ Go Regional Constant (Snyder) = Peak Discharge*Modified Basin Lag/(2.78*Area of Catchment)
Peak Discharge for Nonstandard Effective Rainfall
​ LaTeX ​ Go Peak Discharge = 2.78*Regional Constant (Snyder)*Area of Catchment/Modified Basin Lag
Catchment Area given Peak Discharge for Nonstandard Effective Rainfall
​ LaTeX ​ Go Area of Catchment = Peak Discharge*Modified Basin Lag/(2.78*Regional Constant)
Modified Basin Lag given Peak Discharge for Nonstandard Effective Rainfall
​ LaTeX ​ Go Modified Basin Lag = 2.78*Regional Constant*Area of Catchment/Peak Discharge

Standard Duration of Effective Rainfall given Modified Basin Lag Formula

​LaTeX ​Go
Standard Duration of Effective Rainfall = Non-standard rainfall duration-4*(Modified Basin Lag-Basin Lag)
tr = tR-4*(t'p-tp)

What is Lag Time in hydrology?

The lag time is the delay between the maximum rainfall amount and the peak discharge. The shape of a hydrograph varies in each river basin and each individual storm event. This increases lag time. The peak discharge is also lower as it takes water longer to reach the river channel.

What is Baseflow?

Baseflow is a portion of streamflow that is not directly generated from the excess rainfall during a storm event. In other words, this is the flow that would exist in the stream without the contribution of direct runoff from the rainfall.

How to Calculate Standard Duration of Effective Rainfall given Modified Basin Lag?

Standard Duration of Effective Rainfall given Modified Basin Lag calculator uses Standard Duration of Effective Rainfall = Non-standard rainfall duration-4*(Modified Basin Lag-Basin Lag) to calculate the Standard Duration of Effective Rainfall, The Standard Duration of Effective Rainfall given Modified Basin Lag formula is defined as the total duration for precipitation to be equal to the difference between total rainfall and actual evapotranspiration. Standard Duration of Effective Rainfall is denoted by tr symbol.

How to calculate Standard Duration of Effective Rainfall given Modified Basin Lag using this online calculator? To use this online calculator for Standard Duration of Effective Rainfall given Modified Basin Lag, enter Non-standard rainfall duration (tR), Modified Basin Lag (t'p) & Basin Lag (tp) and hit the calculate button. Here is how the Standard Duration of Effective Rainfall given Modified Basin Lag calculation can be explained with given input values -> 0.000311 = 7200-4*(22392-21600).

FAQ

What is Standard Duration of Effective Rainfall given Modified Basin Lag?
The Standard Duration of Effective Rainfall given Modified Basin Lag formula is defined as the total duration for precipitation to be equal to the difference between total rainfall and actual evapotranspiration and is represented as tr = tR-4*(t'p-tp) or Standard Duration of Effective Rainfall = Non-standard rainfall duration-4*(Modified Basin Lag-Basin Lag). Non-standard rainfall duration to derive modified basin lag, Modified Basin Lag for an effective duration rainfall & Basin Lag is the elapsed time between the occurrences of the centroids of the effective rainfall.
How to calculate Standard Duration of Effective Rainfall given Modified Basin Lag?
The Standard Duration of Effective Rainfall given Modified Basin Lag formula is defined as the total duration for precipitation to be equal to the difference between total rainfall and actual evapotranspiration is calculated using Standard Duration of Effective Rainfall = Non-standard rainfall duration-4*(Modified Basin Lag-Basin Lag). To calculate Standard Duration of Effective Rainfall given Modified Basin Lag, you need Non-standard rainfall duration (tR), Modified Basin Lag (t'p) & Basin Lag (tp). With our tool, you need to enter the respective value for Non-standard rainfall duration, Modified Basin Lag & Basin Lag and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Standard Duration of Effective Rainfall?
In this formula, Standard Duration of Effective Rainfall uses Non-standard rainfall duration, Modified Basin Lag & Basin Lag. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Standard Duration of Effective Rainfall = Basin Lag/5.5
  • Standard Duration of Effective Rainfall = -(4*(Modified Basin Lag-Basin Lag)-Non-standard rainfall duration)
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