Q1: Find -index for the below 15 hours duration rain storm hyetograph where the direct runoff is 30 mm during the storm Time (hrs) Excess Rainfall (cm) 0-3 3-6 6-9 9-12 12-15 0.6 1.5 24 36 3.0
Q: Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the…
A: Moment of resistance = 0.87 Ast [ d-0.42 ]moment of resistance for high yield reinforcement =…
Q: A roofer is working to cover a 2,720 SF roof. He has to first install rafters, sheathing, felt, and…
A: 1 SQ = 100 SF Subtask Unit Total quantity Installed quantity Previous tasks, % Rafters EA 150…
Q: Why is sedimentation concentration technique better than the floatation technique
A: Context: Sedimentation concentration technique and floatation technique.
Q: Q1/ Using the method of components, calculate the magnitude, direction, and location of the total…
A: ∠RPO=θtanθ=4015⇒θ=69.44° y15=16.6740⇒y=6.25'
Q: Part A Convert N65°26'24"E to an azimuth from north. 24°33'26" 65°24'26" 65°26'24" 24°26'33" Submit…
A:
Q: A sample of soil was taken from below the groundwater table. The moisture content was determined to…
A:
Q: 1. Find: a) deflection in point A 9,1² A 1 B
A:
Q: A septic tank of 7 m³ in volume serves for 5 accumulation of sludge is people. If the rate of 70…
A: Volume of the septic tank (V) = 7 m3,Number of people (n)= 5 Rate of accumulation of sludge = 70…
Q: Trial Question For the following particle size distribution, calculate the efficiency of a Lapple…
A: Given; μg =0.06 kg/m.hr = 1.67×10-5 kg/m.sW = 0.25D = 0.250.5 = 0.125 m
Q: Environmental Enginee... During a recuperative test, the water is pumped out 2.8 m initially and…
A: A recuperative test- Water is pumped out 2.8 m initially, s1=2.8 m Water level rises by 1.45 m in 80…
Q: A 25 mm wide, 1 mm thick strip is rolled to a final thickness of 0.6mm. It is noted that the strip…
A:
Q: Question: Ratio of boundary layer thickness to moment thickness for turbulent boundary layer…
A: Turbulent boundary layer having, One-seventh power law of velocity profile.
Q: Q1/ Draw shear force diagram and bending moment diagram of the beam shown in figure 1 below. 45KN 6m…
A:
Q: Which of the following gives the reaction at E in the given beam??
A: We know that at internal hinge we get zero bending Moment. And reactions at hinge will get…
Q: A strip footing 1.5 m wide is located at a depth of 0.75 m (equal to the foundation thickness) in a…
A: Width of strip footing = 1.5m , Depth = 0.75m = Thickness of foundation , Unit weight of sand =…
Q: 21-23. The plate shown below is fastened to the fixed member by five 10-mm-diameter rivets. 120 mm…
A: Diameter of rivet = 10 mm
Q: A conical cistern is 10 feet across the top and 12 feet deep. If water is poured into the cistern at…
A: d = 10 ft h = 12 ft
Q: Give two examples of scientific and technological approaches to managing solid waste on land and in…
A: Solid waste management on land and in the water mostly depends on involving various technologies and…
Q: Open Channel Flow The sequent depths in a hydraulic jump formed in a 4.0m wide rectangular channel…
A: A hydraulic jump formation- Wide rectangular channel- Width of channel b = 4 m, Sequent depth…
Q: Determine the sliding factor of safety and the heel and toe stresses for a riangle gravity dam (25m…
A: To find: The sliding factor of safetyheel stresstoe stress
Q: Find the deflection equation of the beam of length 1, with distributed uniform load w(x) = w0…
A: Find the deflection equation of the beam
Q: A rectangular concrete channel (n = 0.014) has a bottom width of 5.05 m and a longitudinal slope of…
A:
Q: A rectangular weir 10 √10 m wide has a constant head of 1 m. If the coefficient of discharge is 0.6…
A: Cd = 0.6 L = 1010 m, H = 1 m and g = 9.80m/s2 The discharge through a rectangular notch weir is…
Q: - A 1.5 m wide, 2.5 m long, 0.5 m deep spread footing is underlain by a soil with c = 10 kPa, ϕ′ =…
A:
Q: If a footing labeled as F-5 (occurring 3 times on the foundation plan) is described by the following…
A: In Construction Backfilling is the process of replacing or reusing the soil that is removed during…
Q: etermine the value of 0 (in degrees), in the figure shown, o that the moment of the 10-kN force…
A:
Q: B) Prove that %₁ = (1-n) (1 + wc) Gs/w
A:
Q: The upward flow of water through a layer of sand in the tank shown in figure has the following…
A: e = 0.50 G = 2.67 To find: 1. Effective stress at point A. 2. Effective stress at point B. 3. Upward…
Q: Calculate the actual velocity of a jet at vena contracta of an orifice, if the theoretical velocity…
A: Theoretical discharge of the pump = 20 m/sec. Coefficient of discharge = 0.98 The actual discharge…
Q: Draw shear force diagram and bending moment diagram of the beam shown in figure 2 below. Then…
A:
Q: A horizontal curve is being designed for a new four-lane roadway with 11-ft lanes. The PT is located…
A: Given;Road has four lane of 11 ft.PT is located at station 105+20Design speed = 45 mph =66…
Q: If coefficient of lateral friction, f = 0.15 and super-elevation rate e = 0, then the safe…
A: Coefficient of lateral friction, f = 0.15 Super-elevation rate, e = 0 Radius, R = 200 m The safe…
Q: What are the difference between Spatial Resolution and Color Resolution
A: Context: Spatial Resolution and Color Resolution
Q: A cantilever beam is loaded with a uniformly distributed load of kips/ft, as shown in figure below.…
A: EI = Constant Determine the equation of the elastic curve of the beam using Double Integration…
Q: Integrate your expression for M(x) twice to obtain expressions for slope and deflection…
A: w=11 kN/mL=7.4 m
Q: Answer
A:
Q: The sequent depths in a hydraulic jump formed in a 4.0m wide rectangular channel are 0.3 m and 1.2…
A: Given- Sequent depths- y1=0.3 m,y2=1.2 m, Width of channel b = 4 m, It is needed to find the…
Q: For the beam shown whose rectangular cross-section is identical with base 350mm and height 750mm,…
A:
Q: Calculate the equivalent spherical diameter of a 10 μm cube, using equivalence by: perimeter,…
A: Cube of size (x) = 10µm Equivalent Spherical diameter of cube, using equivalence by 1) Perimeter = ?…
Q: Item 3: Determine the moment of inertia along the x-axis. 6in 3in Gin Gin hollow D 12.5 in 4.5 in 5…
A: The section is given asTo find:-Moment of inertia along x-axisConcept:-Moment of inertia of a…
Q: Cablen #1] Compute for the resultant of the given concurrent force system 30KN 12 KN 25KN 715° 3…
A:
Q: Well Hydraulics A circular dug well in fine sand region has a yield of 15 l/s under a depression…
A: A circular dug well in fine sand region- Yield Q=15 l/s Depression head S=4 m, Specific capacity per…
Q: In (Figure 1), F₁ = 300 N and 0 = 10°. Figure F3 = 180 N 5 13 12 y F₂= 200 N 60° x 1 of 1 Part A…
A:
Q: A rectangular foundation of plan size 5 (B) × 10 (L) m is to be designed to carry a load of 86.6 MN…
A: Width of the footing, B = 5m , Length of footing , L = 10m , Dry Unit Weight,γdry=20kN/m3 Saturated…
Q: In a triangular channel, the critical depth for a discharge of 1.2 m³/s is 1.3 m. The critical depth…
A:
Q: The objective of this experiment is to determine the channel bed slope by measuring the variation of…
A:
Q: Using FACTOR METHOD, solve the Moment for all members on the frame provided. Consider the following…
A:
Q: The gear motor can develop 2 hp when it turns 450 rev/min. If the shaft has a diameter of 1 in. What…
A: Power developed by shaft = 2hp No. of turn=450rev/min Diameter of shaft=1 in To find Torque…
Q: Q4/ The pressure drop in a certain length of 0.3 m horizontal waterline is 68.95 kPa when the mean…
A: Horizontal waterline length =0.3 m, Pressure drop=68.95 kPa, Mean velocity V=4.5 m/s, Water…
Q: Q5/ The simply supported beam shown in Fig (5) consists of a W200 59 structural steel wide-flange…
A: E = 200 GPa, I = 60.8 * 106 Beam: W200 * 59
Step by step
Solved in 4 steps with 3 images
- determine φ index and time of rainfall excess given surface runoff as 9.3 cm for a nine-hour storm event.A catchment area of 10 acre consists of 25% high traffic urban paved area with Rv of 0.97, 25% connected flat roof with Rv of 0.83, and 50% silty soil with Rv of 0.11. When 85% percentile of 24-hr precipitation is 0.6 inch, what is the runoff volume based on small storm hydrology method? Select the closet answer. 2A catchment area has a time of concentration of 20 minutes, an area of 20 has. and a runoff coefficient of 0.25. Estimate the peak discharge corresponding to a 25-year period if the intensity-duration-frequency for the storm in the area can be expressed by KT* i = D + a where i = intensity in cm/hr. T = return period in years, and D = duration of storm in hours; The coefficients are: K = 6.93, x = 0.189, a = 0.50 and n 0.878
- Runoff data have been collected for a 4-hour storm over a 120 acre watershed as indicated in the table. If the total volume of water infiltrated during the storm was 3.0 Ac-ft and the Phi Index is 0.1 in/hr, sketch the rainfall hyetograph with EVERYTHING labeled appropriately. Also, report the depth and volume of precipitation (in inches and Ac-ft, respectively) for each 1-hour period.The length of a parking lot is L = 100 m, and it is sloped at So = 0.02. The surface of the lot is bare clay with a Manning roughness factor of n = 0.020. A rainstorm produces a constant rainfall excess at the rate of ?0 = 25 mm/hr. If td = 25 minutes: Determine the runoff hydrograph at the downstream end of the parking lot. Based on your answers in Step 1, draw your estimated hydrograph. ***Convert i0 to mJs. This conversion is not given and I cannot find it.A 0.10 mi2 parking lot has a runoff coefficient of 0.8 and a time of concentration of 40 minutes. For the following three rainstorms, determine the peak discharge (in ft3/s) using the Rational Method. a. 4.0 in/hr for 10 minutes b. 1.0 in/hr for 40 minutes c. 0.5 in/hr for 60 minutes
- The table below shows the observed rainfall intensity on a 2.26 km? catchment area. Estimate the o index if the observed runoff is 282 097 m3.8. Determine the mean runoff flow in cfs from a drainage area of 175 acres using the English equation for a 25-yr frequency in inches per hour in Nevada. The area is sloping at 2% and is covered with poor surface grass. The furthest point from the inlet is 72 meters.10. A park with 75% grass cover and with predominant soils in class B received a 1-hour storm with an average intensity of 2.5 in hr. Use the NRCS curve number method to calculate the total runoff at 60min.
- A 6-h storm had 6 cm of rainfall and the resulting runoff was 3.0 cm. If the pindex remains at the same value the runoff due to 12 cm of rainfall in 9 h in the catchment is?A storm with 12 cm precipitation produced a direct surface runoff of 7.2 cm in the equivalent depth unit. Assume the duration of the excess rainfall (te) is equal to the total duration of the storm for the first trial, te = 5 hr. Compute the trial value of ØAt a station, Storm I of 5 hour duration with intensity 2 cm/h resulted in a runoff of 4 cm and Storm II of 8 hour duration resulted in a runoff of 8.4 cm. Assume that the -index is the same for both the storms. The intensity of storm II (in cm/h) is: