The storm-water run-off from a 150 m x 200 m parking area must be taken to...
The storm-water run-off from a 150 m x 200 m parking area must be taken to an existing open channel by means of a rectangular concrete channel. The width of the new concrete channel is 1,2 m and the maximum slope available is 1:150. Calculate the depth of flow in the new concrete channel.
C = 0,95, I = 105 mm/h and n = 0,013
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The storm-water run-off from a 150 m x 200 m parking area must
be taken to...
A rainfall intensity of 75amh is falling over an area covering 40,000m2 Calculate the storm water...
A rainfall intensity of 75amh is falling over an area covering 40,000m2 Calculate the storm water rin-off (m/s) and size/dimension a "U" drain and the Hydraulic Radius to carry such a flow. The U drain should have a free board of 0.45m at peak flow capulty and a slope of 5960, The drain is to have a maximum hydraulic heigh of 0.3m. Roughness factor 0.013 and run-off coefficient (C) 0.75. Sketch and label the drain section
Using the values provided in Table 21-1, minimum sewage elevation in interceptor of 112.60 m, maximum...
Using the values provided in Table 21-1, minimum
sewage elevation in interceptor of 112.60 m, maximum sewage
elevation in interceptor of 112.80 m, discharge elevation to
stilling well of 116.40 m, an average design flow of 8,600
m3/d, peaking factor for peak hour of 2.8 and minimum
factor of 0.49.
A. Determine the most efficient screw pump diameter
(in m)
B. How many flights are recommended
C. How many pumps are recommended in the final design?
Typical/comment TABLE 21-1 Typical...
Please Answer: 3, 7-9 QUESTION 1 Cougar Run flows from the west to the east (see...
Please Answer: 3, 7-9
QUESTION 1 Cougar Run flows from the west to the east (see figure below showing the location of the river, your factory, a factory built in 2004, local farms (A-F), and water wells). Based on the shape of the stream channel, consider where one would expect significant erosion or deposition to occur. Based on your evaluation of the the figure below, which landowners (A-F) could experience the worst erosion damages to their property? Owell well Cougar...
number 7 is what I'm asking about here's Macon Ga table data
number 7 is what I'm asking about
here's Macon Ga table data
dit View History Bookmarks People Window Help 19% E) Sat Mar 23 4:5 Invalid xESCPXWater Filel/Users/Steven/Downloads/ENVE%204435%20Fall%202016%20Exam%20%232%20Practice%20Problems%20[Post].pdf a You have been asked to design a culvert to handle the discharge for a 50-year storm on a 19-acre catchment in Macon, Georgia Neighborhoods constitute 60% of the land use with the remainder being open space lawns, average condition, with clay soils and average slope. The catchment is characterized hydraulically by...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W an...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...
summarizr the followung info and write them in your own words and break them into different...
summarizr the followung info and write them in your own words and break them into different key points. 6.5 Metering Chamber: 6.5.1 The minimum size of the metering box is governed by the metering area required to obtain a representative test area for the specimen (see 7.2) and for maintenance of reasonable test accuracy. For example, for specimens incorporating air spaces or stud spaces, the metering area shall span an integral number of spaces (see 5.5). The depth of...
summatize the following info and break them into differeng key points. write them in yojr own...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
A rainfall intensity of 75amh is falling over an area covering 40,000m2 Calculate the storm water rin-off (m/s) and size/dimension a "U" drain and the Hydraulic Radius to carry such a flow. The U drain should have a free board of 0.45m at peak flow capulty and a slope of 5960, The drain is to have a maximum hydraulic heigh of 0.3m. Roughness factor 0.013 and run-off coefficient (C) 0.75. Sketch and label the drain section
Using the values provided in Table 21-1, minimum
sewage elevation in interceptor of 112.60 m, maximum sewage
elevation in interceptor of 112.80 m, discharge elevation to
stilling well of 116.40 m, an average design flow of 8,600
m3/d, peaking factor for peak hour of 2.8 and minimum
factor of 0.49.
A. Determine the most efficient screw pump diameter
(in m)
B. How many flights are recommended
C. How many pumps are recommended in the final design?
Typical/comment TABLE 21-1 Typical...
Please Answer: 3, 7-9
QUESTION 1 Cougar Run flows from the west to the east (see figure below showing the location of the river, your factory, a factory built in 2004, local farms (A-F), and water wells). Based on the shape of the stream channel, consider where one would expect significant erosion or deposition to occur. Based on your evaluation of the the figure below, which landowners (A-F) could experience the worst erosion damages to their property? Owell well Cougar...
number 7 is what I'm asking about
here's Macon Ga table data
dit View History Bookmarks People Window Help 19% E) Sat Mar 23 4:5 Invalid xESCPXWater Filel/Users/Steven/Downloads/ENVE%204435%20Fall%202016%20Exam%20%232%20Practice%20Problems%20[Post].pdf a You have been asked to design a culvert to handle the discharge for a 50-year storm on a 19-acre catchment in Macon, Georgia Neighborhoods constitute 60% of the land use with the remainder being open space lawns, average condition, with clay soils and average slope. The catchment is characterized hydraulically by...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
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