Time Interval between Successive Ordinates given Direct Runoff depth Calculator

✖Catchment Area for Hydrograph Analysis refers to an area of land where all water flows to a single stream, river, lake or even ocean.ⓘ Catchment Area for Hydrograph Analysis [A_HA]			+10% -10%
✖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.ⓘ Surface Runoff [S_r]			+10% -10%
✖Sum of Ordinates refers to the summation of all the ordinates of direct runoff.ⓘ Sum of Ordinates [ΣO]			+10% -10%

✖A Time Interval refers to the amount of time required for the change from initial to the final state.ⓘ Time Interval between Successive Ordinates given Direct Runoff depth [Δt]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Environmental Engineering Formula PDF PDF Image

Time Interval between Successive Ordinates given Direct Runoff depth Solution

STEP 0: Pre-Calculation Summary

Formula Used

Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates)
Δt = (A_HA*S_r)/(0.36*ΣO)
This formula uses 4 Variables

Variables Used

Time Interval - (Measured in Second) - A Time Interval refers to the amount of time required for the change from initial to the final state.
Catchment Area for Hydrograph Analysis - (Measured in Square Meter) - Catchment Area for Hydrograph Analysis refers to an area of land where all water flows to a single stream, river, lake or even ocean.
Surface Runoff - (Measured in Cubic Meter per Second) - 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.
Sum of Ordinates - (Measured in Cubic Meter per Second) - Sum of Ordinates refers to the summation of all the ordinates of direct runoff.

STEP 1: Convert Input(s) to Base Unit

Catchment Area for Hydrograph Analysis: 581.04 Square Meter --> 581.04 Square Meter No Conversion Required
Surface Runoff: 0.009 Cubic Meter per Second --> 0.009 Cubic Meter per Second No Conversion Required
Sum of Ordinates: 2.9 Cubic Meter per Second --> 2.9 Cubic Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

Δt = (A_HA*S_r)/(0.36*ΣO) --> (581.04*0.009)/(0.36*2.9)

Evaluating ... ...

Δt = 5.00896551724138

STEP 3: Convert Result to Output's Unit

5.00896551724138 Second --> No Conversion Required

FINAL ANSWER

5.00896551724138 ≈ 5.008966 Second <-- Time Interval

(Calculation completed in 00.008 seconds)

You are here -

Home » Engineering » Civil » Environmental Engineering » Surface Water Hydrology » Hydrograph Analysis » Time Interval between Successive Ordinates given Direct Runoff depth

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2100+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< Hydrograph Analysis Calculators

Catchment Area in sq km given Number of Days after Peak

LaTeX Go Catchment Area for Hydrograph Analysis = (Number of Days/0.84)^(1/0.2)

Number of Days after Peak given Area in sq km

LaTeX Go Number of Days = 0.84*(Catchment Area for Hydrograph Analysis)^(0.2)

Catchment Area in sq miles given Number of Days after Peak

LaTeX Go Catchment Area for Hydrograph Analysis = (Number of Days)^(1/0.2)

Number of Days after Peak given Area in sq miles

LaTeX Go Number of Days = (Area of Basin)^(0.2)

Time Interval between Successive Ordinates given Direct Runoff depth Formula

LaTeX Go

Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates)
Δt = (A_HA*S_r)/(0.36*ΣO)

What is runoff ?

Runoff occurs when there is more water than land can absorb. The excess liquid flows across the surface of the land and into nearby creeks, streams, or ponds.

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

Time Interval between Successive Ordinates given Direct Runoff depth calculator uses Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates) to calculate 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 calculate Time Interval between Successive Ordinates given Direct Runoff depth using this online calculator? To use this online calculator 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. Here is how the Time Interval between Successive Ordinates given Direct Runoff depth calculation can be explained with given input values -> 4.842 = (581.04*0.009)/(0.36*2.9).

FAQ

What is Time Interval between Successive Ordinates given Direct Runoff depth?

Time Interval between Successive Ordinates given Direct Runoff depth calculates value of time interval when we have prior information of other parameters used and is represented as Δt = (A_HA*S_r)/(0.36*ΣO) or Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates). Catchment Area for Hydrograph Analysis refers to an area of land where all water flows to a single stream, river, lake or even ocean, 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 & Sum of Ordinates refers to the summation of all the ordinates of direct runoff.

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

Time Interval between Successive Ordinates given Direct Runoff depth calculates value of time interval when we have prior information of other parameters used is calculated using Time Interval = (Catchment Area for Hydrograph Analysis*Surface Runoff)/(0.36*Sum of Ordinates). To calculate Time Interval between Successive Ordinates given Direct Runoff depth, you need Catchment Area for Hydrograph Analysis (A_HA), Surface Runoff (S_r) & Sum of Ordinates (ΣO). With our tool, you need to enter the respective value for Catchment Area for Hydrograph Analysis, Surface Runoff & Sum of Ordinates and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

Home

FREE PDFs

🔍 Search