QUESTION 6 The ordinates of a 3-hour unit hydrograph for a particular basin are given be-low....
QUESTION 6
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The ordinates of a 3-hour unit hydrograph for a particular basin are given be-low. Determine the ordinates of the S-curve hydrograph and therefrom the ordinates of the 6-hour unit |
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|
hydrograph. |
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Time (hr) |
3- hr UH m3/s |
|
0 |
0 |
|
3 |
1.5 |
|
6 |
4.5 |
|
9 |
8.6 |
|
12 |
12.0 |
|
15 |
9.4 |
|
18 |
4.6 |
|
21 |
2.3 |
|
24 |
0.8 |
|
27 |
0 |
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QUESTION 6
The ordinates of a 3-hour unit
hydrograph for a particular basin are given be-low....
Below is a unit hydrograph for 1 h of effective precipitation of 1 mm. Time (h)...
Below is a unit hydrograph for 1 h of effective precipitation of 1 mm. Time (h) Ordinates (m3/s) 0 0 1 0.1 2 0.5 3 0.8 4 1.2 5 0.9 6 0.7 7 0.4 8 0.2 9 0 1. Apply the unit hydrograph to create a predicted stormflow hydrograph for a precipitation event in which 5 mm of rain falls in the first hour and 18 mm of rain falls in the second hour. Time (h) UHG ordinates (m3/s) Stormflow...
6. a) The hydrograph observed at the outlet of a basin of area 160 km2 is...
6. a) The hydrograph observed at the outlet of a basin of area 160 km2 is given in a table below. It is assumed that the rainfall intensity is constant at 50 mm/hr and the infiltration index is 10 mm/hr. Derive the unit hydrograph of a basin. t(min) 30 60 90 120 150 Q (m/s) 200 800 1400 800 200 200 0 b) Please calculate the total runoff hydrograph (with baseflow) if uniform rainfall depth 2cm occurs within an hour.
Question J. (2010 ) A 2-hour unit hydrograph for a drainage area is given below. a)...
Question J. (2010 ) A 2-hour unit hydrograph for a drainage area is given below. a) Derive the streamflow hydrograph for a storm that produces 0.5 in. and 1.0 in. of excess precipitation over two consecutive 2-hour periods. Assume the baseflow is negligible. b) What is the peak rate of the streamflow and time to peak? Present all steps of your calculations. UH Time (hr) (cfs) 0 12 26 12 8 0 14
The 4-hr unit hydrograph for a watershed is given as below. Time (hr) 2 4 6...
The 4-hr unit hydrograph for a watershed is given as below. Time (hr) 2 4 6 8 10 12 14 Unit hydrograph (m3/s/10 mm) A design storm has 1.5 cm/hr in first 2 hr and 1.0 cm/hr in the second 2 hr. The abstraction rate is 0.5 cm/hr. Base flow is 10 m/s. Calculate the total runofi hydrograph.
hydrology Have 30mins Q1) (25 Points) Discharge of total flood hydrograph is given below. Basin area...
hydrology
Have 30mins
Q1) (25 Points) Discharge of total flood hydrograph is given below. Basin area is 100 km2, precipitation intensity is 80 mm/hr and the infiltration rate is 20 mm/hr. If the base flow is 100 m3/sec, then find the unit hydrograph and duration of precipitation. The total flood hydrograph is given in Table 1 and drawn below. Table 1. Total Flood Hydrograph 40 60 80 100 0 20 120 140 160 t(minutes) Q(m3/sec) 100 700 610 520 430...
2. [10 points] Determine the 4-hr unit hydrograph using the following data for a watershed having...
2. [10 points] Determine the 4-hr unit hydrograph using the following data for a watershed having a drainage area of 200 km, assuming a constant rainfall abstraction rate of 1 cm per time period and a constant baseflow of 20 m3's. The ordinates of the unit hydrograph are in units of m s cm Four-hour period | 1 | 2-1 3 i 41 5 6 7 8 9 10| 11 Rainfall (cm) Streamflow (m s) 20 35 60 95 130...
Use the 1-h Unit Hydrograph tabulated below to (a) Predict the total streamflow hydrograph that would...
Use the 1-h Unit Hydrograph tabulated below to (a) Predict the total streamflow hydrograph that would be observed as a result of a storm whose effective rainfall is also tabulated below. Assume a constant baseflow of 150 m/s. Time 1-H Unit Hydrograph (m/s) 0.00 40.00 130.00 210.00 150.00 120.00 80.00 40.00 15.00 0.00 Time (h) Effective Precipitation (ERH) (cm/h) 1.0 2.0 0-3 3-6 6-9 b) Route the following hydrograph through a river reach for which K = 12.0 h and...
QUESTION 4 Use the 1.h unit hydrograph tabulated below to predict the direct runoff hydrograph that...
QUESTION 4 Use the 1.h unit hydrograph tabulated below to predict the direct runoff hydrograph that would be observed as a result of a storm whose effective rainfall is also tabulated below. 2 Unit hydrograph Time 1-h UHG (h) (m3/s.cm) 1 0 18.75 65.625 150 178.125 128.125 87.5 8 53.125 25 106.25 9 Effective rainfall hyetograph Time Excess rainfall (h) (cm/h) 0-3 3-6 6 -9 1.0 2.0 1.5 1201
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What...
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What is the catchment area? (5 marks) Time step (10 minutes) 1 2 3 4 Discharge (mº/{s.cm)) 8 18 30 10 For a storm partern given in the table below, determine and plot runoff hydrograph at a 5-minute interval using the above 10-minute UH. Determine the time of concentration of the catchment. Assume the o index value for the catchment to be 12 mm/hr, and...
hydrology homework fluid mechanics stream flow
The stream flows due to three successive storms of 3.7, 6 and 2.7 cm of 6-hours durationeach on a basin are given below. The area of the basin is (4444) km2.Assuming a constant base flow of 8.5 m3/s and ϕ-index of 0.25 cm/hour, derive a 6 hourunit hydrograph.Time (Hours) Stream-Flow(m3/s)Time (Hours) Stream-Flow(m3/s)0 8 21 423 12 24 316 15 27 219 27 30 1412 39 33 1015 46 36 918 49 39 8reg no 4444
6. a) The hydrograph observed at the outlet of a basin of area 160 km2 is given in a table below. It is assumed that the rainfall intensity is constant at 50 mm/hr and the infiltration index is 10 mm/hr. Derive the unit hydrograph of a basin. t(min) 30 60 90 120 150 Q (m/s) 200 800 1400 800 200 200 0 b) Please calculate the total runoff hydrograph (with baseflow) if uniform rainfall depth 2cm occurs within an hour.
Question J. (2010 ) A 2-hour unit hydrograph for a drainage area is given below. a) Derive the streamflow hydrograph for a storm that produces 0.5 in. and 1.0 in. of excess precipitation over two consecutive 2-hour periods. Assume the baseflow is negligible. b) What is the peak rate of the streamflow and time to peak? Present all steps of your calculations. UH Time (hr) (cfs) 0 12 26 12 8 0 14
The 4-hr unit hydrograph for a watershed is given as below. Time (hr) 2 4 6 8 10 12 14 Unit hydrograph (m3/s/10 mm) A design storm has 1.5 cm/hr in first 2 hr and 1.0 cm/hr in the second 2 hr. The abstraction rate is 0.5 cm/hr. Base flow is 10 m/s. Calculate the total runofi hydrograph.
hydrology
Have 30mins
Q1) (25 Points) Discharge of total flood hydrograph is given below. Basin area is 100 km2, precipitation intensity is 80 mm/hr and the infiltration rate is 20 mm/hr. If the base flow is 100 m3/sec, then find the unit hydrograph and duration of precipitation. The total flood hydrograph is given in Table 1 and drawn below. Table 1. Total Flood Hydrograph 40 60 80 100 0 20 120 140 160 t(minutes) Q(m3/sec) 100 700 610 520 430...
2. [10 points] Determine the 4-hr unit hydrograph using the following data for a watershed having a drainage area of 200 km, assuming a constant rainfall abstraction rate of 1 cm per time period and a constant baseflow of 20 m3's. The ordinates of the unit hydrograph are in units of m s cm Four-hour period | 1 | 2-1 3 i 41 5 6 7 8 9 10| 11 Rainfall (cm) Streamflow (m s) 20 35 60 95 130...
Use the 1-h Unit Hydrograph tabulated below to (a) Predict the total streamflow hydrograph that would be observed as a result of a storm whose effective rainfall is also tabulated below. Assume a constant baseflow of 150 m/s. Time 1-H Unit Hydrograph (m/s) 0.00 40.00 130.00 210.00 150.00 120.00 80.00 40.00 15.00 0.00 Time (h) Effective Precipitation (ERH) (cm/h) 1.0 2.0 0-3 3-6 6-9 b) Route the following hydrograph through a river reach for which K = 12.0 h and...
QUESTION 4 Use the 1.h unit hydrograph tabulated below to predict the direct runoff hydrograph that would be observed as a result of a storm whose effective rainfall is also tabulated below. 2 Unit hydrograph Time 1-h UHG (h) (m3/s.cm) 1 0 18.75 65.625 150 178.125 128.125 87.5 8 53.125 25 106.25 9 Effective rainfall hyetograph Time Excess rainfall (h) (cm/h) 0-3 3-6 6 -9 1.0 2.0 1.5 1201
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What is the catchment area? (5 marks) Time step (10 minutes) 1 2 3 4 Discharge (mº/{s.cm)) 8 18 30 10 For a storm partern given in the table below, determine and plot runoff hydrograph at a 5-minute interval using the above 10-minute UH. Determine the time of concentration of the catchment. Assume the o index value for the catchment to be 12 mm/hr, and...
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