Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
thumb_up100%
Chapter 16, Problem 4P
To determine
The three properties of rainfall that primarily concern highway engineers.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
If the number of rain gauges to be established within a watershed equals to 10. Estimate the
percentage of error used to estimate the optimal number of rain gauges within this watershed if the
following date are available to you.
Station No.
1
2
3
4
Annual rainfall average (mm)
600
920
620
450
Q2) The hourly rainfall intensity data during a storm are as follows
4 5 6 7
Time (hrs)
Rainfall Intensity
(mm/hr)
1
3
8.
9.
10
30 25 50 5 0 10 15 25 20 0
Plot 1) hyetograph 2) Mass Curve.
Given the Time and Cumulative Rainfall, Plot the Mass-Curve Diagram and Hyetograph
rainfall in
successive
time
20 min.
intervals
9:00
9:20
5.9
9:40
12.1
10:00
9.4
10:20
8.4
10:40
14.0
11:00
17.8
11:20
21.6
11:40
9.9
12:00
4.7
12:20
6.9
12:40
14.7
13:00
3.5
Chapter 16 Solutions
Traffic And Highway Engineering
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Precipitation over a large area is not uniform, due to a climatic change as a result of pollution and other external factors. This has made it impossible to have an accurate measurement for rainfall intensity. Suggest a more suitable approach for the measurement of precipitation that will convince a civil engineer to adopt your approach for the measurement of flow depth?arrow_forwardHow will you ensure an accurate measurement of rainfall is vital to investigate the spatial and temporal patterns of rainfall at various scale for rainfall-runoff modelingarrow_forwardDevelop the equation relating rainfall intensity-duration for the following 10-year frequency rainfall data using Talbot's formula. Duration (min) 10 20 40 60 120 180 Intensity (mm/h) 47 55 35 15 25 18 6. [CLO-2] (04)arrow_forward
- Precipitation over a large area is not uniform, due to a climatic change as a result of pollution and other external factors. This has made it impossible to have an accurate e measurement for rainfall intensity. Suggest a more suitable approach for the measurement precipitation to convince a civil engineer to adopt your approach for the measurement of flow deptharrow_forwardshows The figure below (Figure 1-15 in the book) Intensity-Duration-Frequency (IDF) curves for Houston, Texas. What is the rainfall intensity (in./hr) for the storm with a 2 hr duration and return period of 10 years? Rainfall intensity (in./hr) 20.0 15.0 10.0 8.0 6.0 4.0 2.0 1.0 0.8 0.6 0.4 0.2 0.1 0.08 0.06 0.04 0.02 5 Houston, Texas, 1910-1951 Note: Frequency analysis by method of extreme values, - after Gumbel (1958) Period return (yr) 100- 10 15 20 30 40 60 (min) 2 Duration 3 4 5 6 8 10 12 18 24. (hr)arrow_forwardCIVIL ENGINEERING (Drainage): Calculate the average exceedance probability for the 51-year/7-hour design storm:arrow_forward
- What is the probability of an equal to or greater than 25 years flood occurring twice in the next three years? (a) 24/625 (c) 72/15625 (b) 72/3125 (d) 24/15625arrow_forwardQuestion- a) Describe the various fates of rain when it reaches the ground and the changes that urban development can have on the balance of these processesarrow_forwardOne UOW student monitored 12 mm of rainfall in one-hour duration, he noticed the initial loss of rainfall from a car park is 1 mm. How much runoff was generated from the 2km² campus in this storm, if the continuous loss is 1mm/hour? m³ V=arrow_forward
- Plot the hyetograph of 20 min for this storm event over a specified watershed using the rainfall data given in the Table Q1. Indicate what is the storm duration and the total quantity of rainfall over this catchment area. 12:00 11:40 11:20 11:00 10:40 10:20 10:00 Time (hr) 107 107 82 57 32 16 0 Rainfall in successive intervals (mm)arrow_forwardA catchment area is estimated to have a curve number of 80. Determine the fraction of the catchment area that yields runoff for a storm in which the total rainfall is 14 cm.arrow_forward: Determine the direct runoff resulting from the rainfall given in the following figure if 0-index is 4 mm/hr. 600 10 Intensity (mm/hri 20 15 5 15 Time hours 20arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning