Question

In: Civil Engineering

Calculate the time of concentrations (or overland flow) for the two sub-areas of a watershed given...

Calculate the time of concentrations (or overland flow) for the two sub-areas of a watershed given below by multiple applicable methods (at least 3). Compare your answers for each method and watershed and discuss which may be the most accurate and why.

Sub Area Area (acres) Impervious Acres Avg. Surface Slope (%) Runoff Coefficient Distance to Inlet
Residential & small residences 52.6 10.5 3.0 0.42 1800
Small Business 14.0 6.3 4.5 0.66 850

Solutions

Expert Solution

Ans) Method 1 - FAA( Federal Aviation Administration ) method :

Residential & small residences

According to FAA ,

tc = 1.8 (1.1 - C) L0.5 / (100S)0.333

where, C = runoff coefficient

L = distance to inlet

S = slope

Putting values,

tc = 1.8(1.1 - 0.42) (1800)0.5 /[100(0.03)]0.333

= 36 minutes

For small business area,

C =0.66 , L = 850 ft

Putting values,

tc = 1.8(1.1 - 0.66) (850)0.5 / [100(0.045)]0.333

= 14 minutes

Method 2 - Kirpich Method

According to this method,

Tc = 0.0078K (L/S0.5)0.77

where K =Kirpich adjustment factor

L = distance to inlet

S = slope

For residential area , K = 1

Hence,

tc = 0.0078[1800/(0.03)0.5]0.77

= 9 min 40 sec

For business area ,

tc = 0.0078 [ 850/(0.045)0.5]0.77

= 4 min 38 sec

Method 3) Kerby Method

According to Kerby,

tc = 0.8268 ( L r /S0.5 )0.467

where r = Kerby roughness coefficient

S = slope

L = distance to inlet

For residential area , r = 0.02

Hence, tc = 0.8268 (1800(0.02) / ( 0.03)0.5]0.467

= 10 minutes

For business area,

tc = 0.8268[850(0.02) / (0.045)0.5]0.467

= 6 minutes 24 sec

Therefore, results calculated are as follows,

Sub Area tc (FAA method) tc (Kirpich Method) tc (Kerby method)
Resedential 36 min 9 min 40 sec 10 min
Business 14 min 4 min 38 sec 6 min 24 sec

Out of the above three results we can see that results from Kirpich and Kerby methods are close to each other but FAA method is different from the other two methods. The Kirpich and Kerby methods are older methods and not commonly used now.Also, the FAA method is most commonly used nowadays and is most accurate then others because it uses runoff coefficient to describe watershead ground cover which is widely recognized.


Related Solutions

The stormwater system of a given site includes the surface overland flow which exits by a...
The stormwater system of a given site includes the surface overland flow which exits by a rectangular concrete channel to (Manning‘s n = 0.015) drain it. The drainage channel is 100 m long, 20 cm wide, and has a longitudinal slope of 0.6%. The catchment surface of 1950 m2 has an average slope of 0.7%. The site surface is rough asphalt pavement (Manning‘s n = 0.020) and the distance from the upstream catchment boundary to the channel inlet is 100...
Given a strip commercial development near Columbia, SC, with the following characteristics: overland flow length =...
Given a strip commercial development near Columbia, SC, with the following characteristics: overland flow length = 180 ft on 2.1% grade over asphalt cover (n=0.011); shallow concentrated flow length of 1000 ft on 1.8% grade (paved gutter); drainage area = 5 acres; runoff coefficient = 0.60 Sheet flow travel time (minutes) =                            Shallow concentrated flow travel time (minutes) =                               Watershed time of concentration (minutes) =                          10-year design rainfall intensity (inches/hour) =                                  Runoff peak (cfs) for 10-year...
Followings are given for a watershed: Rational method coefficient C = 0.35 Time of concentration =...
Followings are given for a watershed: Rational method coefficient C = 0.35 Time of concentration = 60 min Area A = 4.2 km^2 Rainfall intensity is 1.7 cm/hr Part A: If rainfall duration is 60 min, determine the peak discharge in m^3/s. Part B: If rainfall duration is 90 min, determine the peak discharge in m^3/s.
Given the absorbances and concentrations of NO2-, calculate the absorbance of a 7.0μM solution. ( Hint:...
Given the absorbances and concentrations of NO2-, calculate the absorbance of a 7.0μM solution. ( Hint: Need to construct a Beer's Law Graph) Write answer to 3 decimal places. Concentration (μM) 200 100 50 25 15 10 Absorbance 1.13 0.58 0.31 0.14 0.1 0.05
Be able to calculate the amount of solute when given the ppm or ppb concentrations and...
Be able to calculate the amount of solute when given the ppm or ppb concentrations and the amount of solution or solvent. Be able to calculate the molarity of a solution when given the mass or moles of solute and the volume of solution. Be able to calculate the amount of solute (mass or moles) when given the molarity of solution and the volume of solution. Be able to calculate the volume of solution when given the molarity of solution...
From the equilibrium concentrations given, calculate Ka for each of the weak acids and Kb for...
From the equilibrium concentrations given, calculate Ka for each of the weak acids and Kb for each of the weak bases. c) HCO2H [HCO2H]= 0.524 M [H3O+]= 9.8 x 10^-3 M [HCO2-] 9.8 x 10^-3 d) C6H5NH3+ [C6H5NH3+]= 0.233 [C6H5NH2]= 2.3 x 10^-3 [H3O+]= 2.3 x 10^-3
Change the format of the given code to two columns, add a sub title and an...
Change the format of the given code to two columns, add a sub title and an author name and increase the color and thickness of the column-rule. Add an image and float the text around the image. <!DOCTYPE html> <!-- Fig. 5.17: multicolumns.html --> <!-- Multicolumn text in CSS3. --> <html> <head> <meta charset = "utf-8"› <title>Multicolumns</title> <style type = "text/css"› p { margin:0.9em Oem; } .multicolumns { /* setting the number of columns to 3 */ -webkit-column-count: 3; -moz-column-count:...
Given a water sample with the following concentrations, calculate the hardness in meq/L and mg/L as...
Given a water sample with the following concentrations, calculate the hardness in meq/L and mg/L as CaCO3 Ca2+= 17 mg/L CO32-= 3.4 mg/L
Consider the malate dehydrogenase reaction from the citric acid cycle. Given the listed concentrations, calculate the...
Consider the malate dehydrogenase reaction from the citric acid cycle. Given the listed concentrations, calculate the free energy change for this reaction at energy change for this reaction at 37.0 ∘C37.0 ∘C (310 K). Δ?∘′ΔG∘′ for the reaction is +29.7 kJ/mol+29.7 kJ/mol . Assume that the reaction occurs at pH 7. [malate]=1.53 mM [oxaloacetate]=0.240 mM [NAD+]=310 mM [NADH]=120 mM Δ? = ____ kJ⋅mol−1
Consider the malate dehydrogenase reaction from the citric acid cycle. Given the following concentrations, calculate the...
Consider the malate dehydrogenase reaction from the citric acid cycle. Given the following concentrations, calculate the free energy change for this reaction at 37.0 �C (310 K). ?G�\' for the reaction is +29.7 kJ/mol. Assume that the reaction occurs at pH 7. [malate] = 1.35 mM [oxaloacetate] = 0.150 mM [NAD ] = 310 mM [NADH] = 120 mM
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT