Chapter 13, Problem 13.5QPP

The following figure shows the cross-section of an anchored sheet pile wall. The soil properties and some wall dimensions are shown in the figure and spacing between anchor rods is 2.0 m (center to center). Design the wall using Rankine theory; i.e., calculate the depth of embedment of the wall (D), tensile force on each rod

Q2: A circular concrete culvert of diameter 120 cm carries water of depth 75 cm to irrigate a 30-hectare field. What could be the discharge of this canal if the slope was 0.002? Use Manning's n= 0.014. TWO

A farm of 40 hectares is supplied by open field drains. The spacing of these drains were selected to be 100m and the length of each drain is 600 m. If the drainage coefficient is 4 cm/day, find: 1- Discharge at the end of a field drain. 2- Total discharge passed through the collector drain. 3- The dimension of open drains, if n= 0.03, S= 0.00035 and Z= 1.5

Please use stiffness matrix method to solve.

Please answer using the stiffness matrix method

F U₁ ΕΙ ΕΙ H F₁₂ U₂ ΕΙ EI H F ΕΙ ΕΙ H Undeformed Configuration 3 Deformed Configuration

Civil engineering quantities question  Answer the question and at the end put notes on how a BOQ is constructed.

Planning is underway for the construction of a new railway section between Stockholm and Uppsala as part of the "Fyra spår Uppsala" project. Your task is to carry out a preliminary slope stability analysis for a planned road underpass beneath the new railway. The analysis concerns the eastern slope at the underpass. The designed clay slope has a depth of 12.5 meters and a width of 27.0 meters. According to geotechnical investigations, the soil consists of homogeneous, overconsolidated clay with a saturated unit weight of 15 kN/m³ and an undrained shear strength of 35 kPa. The groundwater table is at ground level (0.0 m). According to Figure 1, the most critical slip surface is circular, with the center of rotation (point O) located 4.0 meters above the current ground surface (0.0 m). The slip surface intersects the ground at the toe of the slope and 6.0 meters east of the slope crest. Questions to Answer Calculate the factor of safety (F) against rotational failure using an undrained…

Question 6. Water enters a reach of rectangular channel where y₁ = 0.5 m, b = 7.5 m, and Q = 20 m³/s (Figure P10.39). It is desired that a hydraulic jump occur upstream (location 2) of the sill and on the sill critical conditions exist (loca- tion 3). Other than across the jump, losses can be neglected. Determine the following: (a) Depths at locations 2 and 3 (b) Required height of the sill, h (c) Resultant force acting on the sill (d) Sketch the water surface and energy grade line. (e) Describe the nature and character of the jump. 1 2 3. h