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Time Interval between Successive Ordinates given Direct Runoff depth Formula

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A Time Interval refers to the amount of time required for the change from initial to the final state. Check FAQs

Δt = \frac{A HA \cdot S r}{0.36 \cdot ΣO}

Δt - Time Interval?A_HA - Catchment Area for Hydrograph Analysis?S_r - Surface Runoff?ΣO - Sum of Ordinates?

Time Interval between Successive Ordinates given Direct Runoff depth Example

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Here is how the Time Interval between Successive Ordinates given Direct Runoff depth equation looks like with Values.

Here is how the Time Interval between Successive Ordinates given Direct Runoff depth equation looks like with Units.

Here is how the Time Interval between Successive Ordinates given Direct Runoff depth equation looks like.

5.009 = \frac{581.04 \cdot 0.009}{0.36 \cdot 2.9}

5.009s = \frac{581.04m² \cdot 0.009m³/s}{0.36 \cdot 2.9m³/s}

5.009 = \frac{581.04 \cdot 0.009}{0.36 \cdot 2.9}

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Time Interval between Successive Ordinates given Direct Runoff depth Solution

Follow our step by step solution on how to calculate Time Interval between Successive Ordinates given Direct Runoff depth?

FIRST Step Consider the formula

Δt = \frac{A HA \cdot S r}{0.36 \cdot ΣO}

Next Step Substitute values of Variables

∴

Δt = \frac{581.04m² \cdot 0.009m³/s}{0.36 \cdot 2.9m³/s}

Next Step Prepare to Evaluate

∴

Δt = \frac{581.04 \cdot 0.009}{0.36 \cdot 2.9}

Next Step Evaluate

∴

Δt = 5.00896551724138s

LAST Step Rounding Answer

∴

Δt = 5.009s

Time Interval between Successive Ordinates given Direct Runoff depth Formula Elements

Variables

Time Interval

A Time Interval refers to the amount of time required for the change from initial to the final state.

Symbol: Δt

Measurement: TimeUnit: s

Note: Value should be greater than 0.

Formulas to find Time Interval

Catchment Area for Hydrograph Analysis

Catchment Area for Hydrograph Analysis refers to an area of land where all water flows to a single stream, river, lake or even ocean.

Symbol: A_HA

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Catchment Area for Hydrograph Analysis

Surface Runoff

Surface Runoff refers to water, from rain, snowmelt, or other sources, that flows over the land surface, and is a major component of the water cycle.

Symbol: S_r

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value should be greater than 0.

Formulas to find Surface Runoff

Sum of Ordinates

Sum of Ordinates refers to the summation of all the ordinates of direct runoff.

Symbol: ΣO

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value should be greater than 0.

Formulas to find Sum of Ordinates

Other formulas in Hydrograph Analysis category

Go Number of Days after Peak given Area in sq km

N Days = 0.84 \cdot {(A HA)}^{0.2}

Go Catchment Area in sq km given Number of Days after Peak

A HA = {(\frac{N Days}{0.84})}^{\frac{1}{0.2}}

Go Number of Days after Peak given Area in sq miles

N Days = {(A 1)}^{0.2}

Go Catchment Area in sq miles given Number of Days after Peak

A HA = {(N Days)}^{\frac{1}{0.2}}

How to Evaluate Time Interval between Successive Ordinates given Direct Runoff depth?

Time Interval between Successive Ordinates given Direct Runoff depth evaluator uses Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates) to evaluate the Time Interval, Time Interval between Successive Ordinates given Direct Runoff depth calculates value of time interval when we have prior information of other parameters used. Time Interval is denoted by Δt symbol.

How to evaluate Time Interval between Successive Ordinates given Direct Runoff depth using this online evaluator? To use this online evaluator for Time Interval between Successive Ordinates given Direct Runoff depth, enter Catchment Area for Hydrograph Analysis (A_HA), Surface Runoff (S_r) & Sum of Ordinates (ΣO) and hit the calculate button.

FAQs on Time Interval between Successive Ordinates given Direct Runoff depth

What is the formula to find Time Interval between Successive Ordinates given Direct Runoff depth?

The formula of Time Interval between Successive Ordinates given Direct Runoff depth is expressed as Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates). Here is an example- 4.842 = (581.04*0.009)/(0.36*2.9).

How to calculate Time Interval between Successive Ordinates given Direct Runoff depth?

With Catchment Area for Hydrograph Analysis (A_HA), Surface Runoff (S_r) & Sum of Ordinates (ΣO) we can find Time Interval between Successive Ordinates given Direct Runoff depth using the formula - Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates).

Can the Time Interval between Successive Ordinates given Direct Runoff depth be negative?

No, the Time Interval between Successive Ordinates given Direct Runoff depth, measured in Time cannot be negative.

Which unit is used to measure Time Interval between Successive Ordinates given Direct Runoff depth?

Time Interval between Successive Ordinates given Direct Runoff depth is usually measured using the Second[s] for Time. Millisecond[s], Microsecond[s], Nanosecond[s] are the few other units in which Time Interval between Successive Ordinates given Direct Runoff depth can be measured.

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Time Interval between Successive Ordinates given Direct Runoff depth Formula

Time Interval between Successive Ordinates given Direct Runoff depth Example

Time Interval between Successive Ordinates given Direct Runoff depth Solution

Time Interval between Successive Ordinates given Direct Runoff depth Formula Elements

Other formulas in Hydrograph Analysis category

How to Evaluate Time Interval between Successive Ordinates given Direct Runoff depth?

FAQs on Time Interval between Successive Ordinates given Direct Runoff depth

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