A 0% grade meets a 3% grade at station 24+00.00 and an elevation of 372.15 ft. For a passing sight distance of 2,000 ft, find the following:
a. Minimum length of the vertical curve that allows for passing using the minimum curve length equations.
b. Calculate the elevation of the middle point of the curve.
c. Calculate the elevation of the road at station 23+00.00.
In: Civil Engineering
True / False
True / False
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Ture/ False
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True/ False
To reduce first costs of construction, structural design should be minimized without adversely affecting structural performance.
True/ False
In: Civil Engineering
What is the minimum required length of an emergency escape ramp made of pea gravel if the expected entering truck speed is 115 mph and the slope of the ramp is -2%?
In: Civil Engineering
In: Civil Engineering
Question 1
Bicycle frame was made with metal for many years manufactured.
In the recent years, carbon fibre reinforced polymer is applied due
to its responsiveness to fast roads and race conditions.
(a) Suggest TWO types of metal commonly used to make bicycle
frame.
(b) List THREE advantages and THREE disadvantages of using carbon fiber reinforced polymer on bicycle frame over metal.
(c) Make a list to compare carbon fiber reinforced polymer with ONE types of metal in Part (a), which includes the following factors:
(i) Correction resistance
(ii) Strength
(iii) Weight
(iv) Cost
(v) Manufacture
In: Civil Engineering
Describe the essential features of Consolidated-Undrained, Unconfined-Undrained, and Unconfined-Compression tests. Feel free to use sketches.
In: Civil Engineering
9. What is the importance of controlling the F/M ratio in suspended mixed activated sludge systems? What are the implications of a low or high F/M ratio to the settling properties of the biological floc? Please, elaborate your answer.
In: Civil Engineering
10. Why does sludge have to be stabilized before disposal? Describe the role of anaerobic bacteria on the degradation of sludge in anaerobic digesters - what is the purpose of each bacteria group in the destruction of solids/organic matter? What is the effect of pH change in the process of anaerobic digestion? Also, please describe the difference between sludge gravity thickening and air dissolved thickening process. (Please, elaborate).
In: Civil Engineering
Describe how a consolidated – drained triaxial test is conducted. Feel free to use a sketch to aid your explanation. What quantifies are measured during testing?
In: Civil Engineering
Use the annual flood data (annual maximum series) in the table below to perform a flood frequency analysis using the U.S. Water Resources Council Guidelines. The map skew for this location is - 0.2
Year | Discharge (cfs) |
1935 | 1955 |
1936 | 4050 |
1937 | 3570 |
1938 | 2060 |
1939 | 1300 |
1940 | 1390 |
1941 | 1720 |
1942 | 6280 |
1943 | 1360 |
1944 | 7440 |
1945 | 5320 |
1946 | 1400 |
1947 | 3240 |
1948 | 2710 |
1949 | 4520 |
1950 | 4840 |
1951 | 8320 |
1952 | 13900 |
1953 | 71500 |
1954 | 6250 |
1955 | 2260 |
1956 | 318 |
1957 | 1330 |
1958 | 970 |
1959 | 1920 |
1960 | 15100 |
1961 | 2870 |
1962 | 20600 |
1963 | 3810 |
1964 | 726 |
1965 | 7500 |
1966 | 7170 |
1967 | 2000 |
1968 | 829 |
1969 | 17300 |
1970 | 4740 |
1971 | 13400 |
1972 | 2940 |
1973 | 5660 |
Fill out the following table
Exceedance probability |
T |
K(T, Gs) |
log QT |
QT |
Year |
(cfs) |
|||
0.99 |
||||
0.95 |
||||
0.90 |
||||
0.8 |
||||
0.5 |
||||
0.2 |
||||
0.1 |
||||
0.04 |
||||
0.02 |
||||
0.01 |
||||
0.005 |
In: Civil Engineering
Qu 1:
(a) Suppose that instead of always selecting the first activity to
finish, we select the last activity to start that is compatible
with all previously selected activities. In the case, the
activities are assumed to be sorted in increasing order of start
time.
Modify the Greedy_Activity_Selector algorithm to work with this
approach to find a subset of maximum number of mutually compatible
activities.
(b) Use the following list of activities to show how your
algorithm in (a) above will work to find a
maximum set of mutually compatible activities.
Activity | start time | Finish time |
---|---|---|
1 | 0 | 6 |
2 | 1 | 4 |
3 | 2 | 12 |
4 | 3 | 5 |
5 | 3 | 7 |
6 | 5 | 8 |
7 | 5 | 9 |
8 | 6 | 10 |
9 | 8 | 12 |
10 | 9 | 11 |
11 | 12 | 14 |
Note: Show your result graphically, highlighting the selected
activities with a
different color.
In: Civil Engineering
A vertical tangent at 4.7% intersects a tangent at -3.9% at a PVI station of 310+11.23 with an elevation of 903.00 ft. Using a vertical curve of length 493 ft., find the elevation of each full station along the curve. What is the station of the turning point on the curve? {If your calculations result in more than 6 stakes on the curve, evaluate only the first 6}.
In: Civil Engineering
Determine the maximum live load that a column W14x193 could support if the dead load is ten times the live load. Use A-36 with K=1 and L=22 ft.
In: Civil Engineering
In: Civil Engineering
A new 5 km long pipeline connects two reservoirs. The water surface elevation in the upper reservoir is 1100 m and in the lower reservoir is 835 m. The pipeline is 400 mm nominal diameter commercial steel with a sharp-edged inlet and includes the following flanged fittings.
10 - gate valves
19 - standard radius 90° elbows
37 – standard radius 45° elbows
8 – straight (line flow) tees
What is the maximum water flow rate between the reservoirs in m3/s?
In: Civil Engineering