4. (t) min where it is accumlated infiltration time (min) use the below Data to estimate Dein fretration rate. after (one) hour. N'ary w/I) lime I 1 I (mm/hr) = at + 12 (D). Accumlation infiltratim : depth (mm) 0 30 yo 150 80 - malleis
Q: A project requires a specifically designed beam made from Grade 350 plate (fy = 350 MPa). The 'I'…
A:
Q: QS-2: For the given system below calculate the displacement of the point D? Esteel: 210 GPa,…
A:
Q: Determine F=20N at all points. the moment of the force
A: TO FIND MOMENT AT ALL POINTS
Q: ● ● thermal conductivity=0.627 N/(°C.s) • specific heat-c-3470 Nm/kg °C density=1100 kg/m³ 2nd:…
A: Thickness =2 cm Thermal conductivity =0.627 N/(°C.s) Specific heat =cp=3470 Nm/kg°C Density =1100…
Q: The two-stage weir below is at the right edge of the reservoir. If the water elevation is as shown…
A: Elevation of water surface = Elev. 610.50' To find:- Flow over the weir Concept:- Discharge flow…
Q: an interstate highway pavement composed of a hma surface course, a cement treated base course, and a…
A:
Q: Problems 2. A strip footing 3 m wide is loaded on the ground surface with a pressure at 100 kN/m². A…
A:
Q: Q3. Analyze the frames shown below and draw shear force & bending moment diagrams for the entire…
A: Compute the slant of BC: BC=122+52=13 m Compute the reactions: RA+RC=10×13+20=150…
Q: 3) The population from 1970 to 2015 are given below in tale 1 Table 01: Population data of the town…
A:
Q: What is the theoretical capacity (in vehicle/hour/lane) of a traffic lane with one way traffic flow…
A: Stream speed, V = 50 kmph, Reaction time, t = 0.7 s, Average length, L = 5 m, The theoretical…
Q: A watershed has five non-recording raingauges, installed in its area. The amount of rainfall…
A:
Q: /: The effluent from an industrial plant is (3.5m³/sec), has phosphorus concentration of( 850ppm)…
A: The equation is: C(x,t) = C0exp(-Ux/L) + (Q/C0*L)exp(-Ux/L)int_0^t exp(Uy/L)*exp(-(y/L)^2/4Dt) dy…
Q: 3. Problem 3. Sand sample has the relative density D, = 0.65, emax = 0.75; e min = 0.52, G₁ = 2.67.…
A:
Q: 7.2 For each assigned problem, calculate the development length required for the following bars in…
A: We need to find the development length required for the compression
Q: 1- Decompose the displacement field vector of a 2D 9-nodal isoparametric element. Then write the…
A: The displacement field vector of a 2D 9-nodal isoparametric element. Let it be defined over the…
Q: Consider a watershed with a drainage area of 10 square miles and a mainstream length of 7.5 miles.…
A: 1Drainage area (A) = 10 square miles Mainstream length (L) = 7.5 miles Main channel length (Lc) =…
Q: The pipe with two rigid caps attached to its ends is subjected to an axial force P. (Figure 1)…
A: Axial force = P Modulus of elasticity = E Poisson ratio = v
Q: 8-46. The wide-flange beam is subjected to the loading shown. Determine the stress components at…
A: To determine state of stress at point B.
Q: 40 kN-m 6 m. 10 kN-m
A:
Q: 2. Find the shortest path from point A to ALL points in the network, list each route and the time it…
A:
Q: Two rivers located 2000 m apart fully penetrate an aquifer (Figure below). The aquifer has a K value…
A:
Q: For determining the force in AB of the truss shown in the figure below by method of sections, the…
A:
Q: A well is constructed to pump water from a confined aquifer. Two observation wells, MW1 and MW2, are…
A:
Q: An RCC beam having 200 mm wide and 400 mm effective depth is reinforced with Fe415 grade steel of…
A:
Q: 01. In a farmland irrigated by a system of pumps from wells, the area irrigated is 50 hectares.…
A: we have to calculate the irrigation period in days and total pumping capacity required in litres per…
Q: In a 350-ha watershed, the CN value was assessed as 70 for AMC-III. a) Estimate the value of direct…
A: To calculate the Direct runoff volume using SCS-CN equations, we have V = Catchment area * Direct…
Q: 18. For the frame shown below, determine the rotation and vertical deflection at point A (0A, A)…
A: E = 200 GPa I = 500 × 106 mm4 Determine the rotation and vertical deflection at point-A using…
Q: A 1 m thick layer of saturated clay, drained at both faces, settles by 10 cm in one year. If a thin…
A: Thickness of layer = 1 m Settlement in one year = 10 cm To Find : If a think layer of pervious soil…
Q: The following observations were made to determine the sensitivity of two bubble tubes. Determine…
A:
Q: Problem 1 A reservoir with a surface area of 250 hectares had the following average values of…
A: The given data is shown below: Surface area=250 hectaresWater temperature=20°CRelative humidity=40…
Q: A channel shape is used to support the loads on the beam below. The dimensions of the shape of the…
A:
Q: create a sample company name for a “plywood made with papers”??
A: A company name is the unique name or title by which a business or organization is identified and…
Q: Use the virtual work method to determine the rotation of joint B of the frame shown
A:
Q: Shaping losses Ingredients Mixer Shaper Fryer Steam oven Freezer → Falafel The figure shows parts of…
A: Shaping losses Ingredients → Mixer→ Shaper → Fryer → Steam oven →…
Q: The following observations were made to determine the sensitivity of two bubble tubes. Determine…
A:
Q: Problem 6: Water at 20 ̊C is siphoned from a reservoir as shown in the Figure. For d = 7.5 cm and…
A: The diameter of the pipe before point (2) = d = 7.5 cm = 0.075 m The diameter of the pipe from 2-4 =…
Q: Q.6 Determine the mid-span deflection of the following beam, if E = 10GPa and I= 20 x 10 mm². A 1m 2…
A:
Q: A pipe line consists of successive lengths of 396-mm, 350-mm, and 280-mm pipe. With a continuous…
A:
Q: What is the maximum positive ordinate for the shear at B. a. 0.5454 c. 0.667 b. 0.4545 d. 0.333…
A:
Q: Question- A plate of length 'L' is towed through fluid at a velocity of 2m/s. The distance at which…
A:
Q: The shear diagram is shown in the figure, determine the moment and load diagrams. 19. -30KN 1m 60KN…
A:
Q: 2. The ordinates of a 6-hour unit hydrograph are given. A storm had three successive 6-hour…
A: Solution: Given Data: A storm had three successive 6 hr, the interval of rainfall magnitude of 3,5…
Q: A rectangular channel of cross-sectional dimensions 15 x 9m is running at one third. What is the…
A: Given- Rectangular channel- Cross-section dimension- 15 m×9 m, Width B=15 m, Depth D=9 m, Depth of…
Q: Based on the box beam geometry below, determine the slenderness ratio for the web Btf = 480mm,…
A:
Q: Using the method of joints, determine the force in each member of the truss shown. State whether…
A: There are 3 methods: Method of joints Method of section Graphical method
Q: Problem 4: Find the Direction of EF DE is a known Azimuth of 172° 23' 19" Angle DEF was measured as…
A:
Q: Know the load, warping and frictional stresses on a cement concrete pavement slab as 220 N/mm², 300…
A:
Q: The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table…
A: Closed traverse PQRS given- Line and the included angle values are given in the degrees.
Q: Determine the the vertical component of the displacement at point"d" for the shown beam. 2m b 7 50…
A: A double overhanging beam is loaded with uniformly distributed load, we need to find the vertical…
Q: The dissolved oxygen (DO) in unseeded sample of diluted waste having an initial DO of 9.5 mg/l is…
A:
Step by step
Solved in 3 steps with 3 images
- ASAPAcceleratory period begin after 6 hours of * hydration True O False O . Matter is de fined as إجابتك Felite is .. إجابتكQ2: A drop of liguid foluen is kept al uniform temperkure t 299 K and is suspended in air by a fine wire. The initid radius at r= 2mm. The vapor pressure of foluene 299K is f=384 Kfe and the density of liguid toluene is 366 ky Im 3. Derive equation for the time tp for the drop b evupurete Completely in a large volume of still air Calculate the tine in seconds for Complete evaporahion.
- Problem 4 Pipe Flow and Moody's A farmer is to pump water at 70°F from a river to a water storage tank nearby using a 125-ft- long, 5 in diameter galvanized iron with three (3) flanged 90° smooth elbows and one (1) sharp- edged exit. The water velocity near the river surface is 6 ft/s, and the pipe inlet is placed in the river normal to the flow direction of water to take advantage of the dynamic pressure. The tank is also open to the atmosphere and the river is open to the atmosphere. The elevation difference between the river and the free surface of the tank is 12 ft. For a flow rate of 1.5 ft³/s and an overall pump efficiency of 70 percent. Determine the required electric power input to the pump. The density and dynamic viscosity (u) of water at 70°F are p = 62.30 lbm/ft³ and μ = 6.556x104 lbm/ft.s.Q3 - A WSP system is going to be designed for a new town that receives 10000+(Y×1000) m/d with influent BODs concentration of 100+Y mg/L and working temperature of 25°. Effluent BOD level must be maintained at 25 mg BOD/L. Assume E.Colli concentration is 5X107 per 100 ml, considering these assumptions answer the following questions: Y=4 (i) Select best pond system arrangement. (ii) Design the ponds and determine their volume, surface area and depth, as well as removal efficiency of each pond and effluent BODS concentration.Write the importance of BOD/COD ratio. If 5 days 25 °C BOD of sewage sample is 180 mg/L, calculate its 5 days 20 °C BOD. Assume the deoxygenation constant at 20 °C, K 20 as 0.23 d-¹ at base e. Deoxygenation constant varies with with temperature as KT = K20 (1.05)T-20, where T is temperature in °C.
- ONAN MENDER AYDIN ADNAN MENDERES ÜNİVERSİTESİ IVE ITESI ONLINE SINAV PORTALI 181803026 026 181803026 number for this flow is 181803028 Air flows in a pipe which has 5 cm diameter at a velocity of 4 m/s. dynamic viscosity=1.802x10 and density.1.225 kg/m The Reys 26 181803026 O A) 13596 181803026 181803 O B) 11098 O C) 12605 181803026 O D) 21770 181803026 O E) 16745 Kalan Süre 44 181803026 18180026 181803026 O Bu soruyu cevaplamadan geçmek için bu seçeneği işaretleyin 1818 161803028 Sorunun Cevabı Kaydet ve Sonraki Soruya Geç Antaly 181803026 03028 181802028 1818 181803026 181803026 3818 181803026 181803026 181803026 181803026 181803026 181803026 101803026 18T80300 18180306 18 1818030An ion exchanger treats 1 MLD of water using an exchanger of capacity 100 kg/day/m3 with rate of flow being 0.5 m3/min/m2. Choose the correct statements assuming total hardness of water equal to 84 mg/1 as Cao. Total hardness of water is equal to 150 mg/l as CaCO3. Correct Option B Sodium Alumino - Silicates may be used as ion-exchanger. Correct Option lon exchanger can result in removing complete hardness. Correct Option Correct Option The height of ion exchanger required is 1.08 m if hardness of water is taken as 150 mg/1 as CacO3.b <: I 1 I (mm/hr) = at + 12 where it is accumlated in filtration time (min) use the below Data to estimate Dein fretration rate. after (one) hour, an'any w/I) (t) min (D) Accumlation infiltration : depth (mm) 30 ( رام 150 80
- Castor oil (SG = 0.96) uiny Problem 9: %3D A tank whose bottom is 18 inches x 18 inches is filled with 2 in. three liquid as shown: 12 inches of carbon (SG=1.59), 4 inches of water and 2 inches of (SG=0.96). Compute the total hydrostatic psi) acting at the bottom of the tank. tetrachloride water 4 in. castor oil Carbon tetrachloride 12 in. pressure (in (SG = 1.59)No. 1. (10 Pts) An aluminum pipe with a length of 60 m at a temperature of 10°C rests freely on the ground. An adjacent steel pipe at the same temperature is 5 mm longer than the aluminum pipe. (a) At what temperature (degrees Celsius) will the aluminum pipe be 15 mm longer than the steel pipe? (Assume that the coefficients of thermal expansion of aluminum and steel are aa=23x10-6/"C and as=12x10-6/ c, respectively.) (b) What is the axial stress developed in the aluminum pipe when the temperature was increased? 5 mm Aluminun Steel Figure No. 1it of particulate matter left in soluthon during a filtering pro p(n)=400(2)-0.4n, where nis then ps. Find the amounts ef tor n=0 and n=5. le number.