Width of Unit Hydrograph at 50 percent Peak Discharge Calculator

✖The Discharge refers to the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.ⓘ Discharge [Q]

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✖Width of Unit Hydrograph at 50% Peak Discharge. The role of unit hydrograph in hydrology is to provide an estimate of direct runoff hydrograph resulting from given excess rainfall hyetograph.ⓘ Width of Unit Hydrograph at 50 percent Peak Discharge [W₅₀]

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Width of Unit Hydrograph at 50 percent Peak Discharge Solution

STEP 0: Pre-Calculation Summary

Formula Used

Width of Unit Hydrograph at 50% Peak Discharge = 5.87/Discharge^1.08
W₅₀ = 5.87/Q^1.08
This formula uses 2 Variables

Variables Used

Width of Unit Hydrograph at 50% Peak Discharge - (Measured in Millimeter) - Width of Unit Hydrograph at 50% Peak Discharge. The role of unit hydrograph in hydrology is to provide an estimate of direct runoff hydrograph resulting from given excess rainfall hyetograph.
Discharge - (Measured in Cubic Meter per Second) - The Discharge refers to the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.

STEP 1: Convert Input(s) to Base Unit

Discharge: 3 Cubic Meter per Second --> 3 Cubic Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

W₅₀ = 5.87/Q^1.08 --> 5.87/3^1.08

Evaluating ... ...

W₅₀ = 1.792037717563

STEP 3: Convert Result to Output's Unit

0.001792037717563 Meter -->1.792037717563 Millimeter (Check conversion here)

FINAL ANSWER

1.792037717563 ≈ 1.792038 Millimeter <-- Width of Unit Hydrograph at 50% Peak Discharge

(Calculation completed in 00.004 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

Width of Unit Hydrograph at 50 percent Peak Discharge Formula

LaTeX Go

Width of Unit Hydrograph at 50% Peak Discharge = 5.87/Discharge^1.08
W₅₀ = 5.87/Q^1.08

What is difference between Synthetic Unit Hydrograph & Unit Hydrograph?

A Synthetic Unit Hydrograph retains all the features of the unit hydrograph but does not require rainfall-runoff data. A synthetic unit hydrograph is derived from theory and experience, and its purpose is to simulate basin diffusion by estimating the basin lag based on a certain formula or procedure.
A Unit Hydrograph shows the temporal change in flow, or discharge, per unit of runoff. In other words, how the flow of a stream will be affected over time by the addition of one unit of runoff. The unit hydrograph is a useful tool in the process of predicting the impact of precipitation on streamflow.

What is Basin Lag?

Basin lag time, defined as the elapsed time between the occurrences of the centroids of the effective rainfall and the storm runoff hydrograph, is an important factor in determining the time to peak of the unit hydrograph and the intensity of peak discharge.

How to Calculate Width of Unit Hydrograph at 50 percent Peak Discharge?

Width of Unit Hydrograph at 50 percent Peak Discharge calculator uses Width of Unit Hydrograph at 50% Peak Discharge = 5.87/Discharge^1.08 to calculate the Width of Unit Hydrograph at 50% Peak Discharge, The Width of Unit Hydrograph at 50 percent Peak Discharge formula is defined as the geometric parameter of the unit hydrograph correlated to the peak discharge intensity. Width of Unit Hydrograph at 50% Peak Discharge is denoted by W₅₀ symbol.

How to calculate Width of Unit Hydrograph at 50 percent Peak Discharge using this online calculator? To use this online calculator for Width of Unit Hydrograph at 50 percent Peak Discharge, enter Discharge (Q) and hit the calculate button. Here is how the Width of Unit Hydrograph at 50 percent Peak Discharge calculation can be explained with given input values -> 1792.038 = 5.87/3^1.08.

FAQ

What is Width of Unit Hydrograph at 50 percent Peak Discharge?

The Width of Unit Hydrograph at 50 percent Peak Discharge formula is defined as the geometric parameter of the unit hydrograph correlated to the peak discharge intensity and is represented as W₅₀ = 5.87/Q^1.08 or Width of Unit Hydrograph at 50% Peak Discharge = 5.87/Discharge^1.08. The Discharge refers to the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.

How to calculate Width of Unit Hydrograph at 50 percent Peak Discharge?

The Width of Unit Hydrograph at 50 percent Peak Discharge formula is defined as the geometric parameter of the unit hydrograph correlated to the peak discharge intensity is calculated using Width of Unit Hydrograph at 50% Peak Discharge = 5.87/Discharge^1.08. To calculate Width of Unit Hydrograph at 50 percent Peak Discharge, you need Discharge (Q). With our tool, you need to enter the respective value for Discharge 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 Width of Unit Hydrograph at 50% Peak Discharge?

In this formula, Width of Unit Hydrograph at 50% Peak Discharge uses Discharge. We can use 1 other way(s) to calculate the same, which is/are as follows -

Width of Unit Hydrograph at 50% Peak Discharge = Width of Unit Hydrograph at 75% Peak Discharge*1.75

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