Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 23, Problem 23.13P
To determine
The appropriate bend angle in the pipe to the nearest decimal degree to accommodate the change in horizantal direction and change in grade.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
Determine the heel and toe stresses and the factor of safeties for sliding and
overturning for the gravity dam section shown in the figure below for the following
loading conditions:
- Horizontal earthquake (Kh) = 0.1
- Normal uplift pressure with gallery drain working
- Silt deposit up to 30 m height
- No wave pressure and no ice pressure
-Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³
- Submerged weight of silt = 0.9 Ton/m³
- Coefficient of friction = 0.65 and angle of repose = 25°
Solve this question with the presence of gallery and without gallery., discuss
the issue in both cases....
Draw and Solve in
table
4m
8m
6m 8m
7m
120m
Land Use
Hydrologic Area (acres)
Soil Group
A
25
Forestland-orchards
B
30
B
45
Forest Oak-Aspen
C
60
A
80
Open Spaces
B
65
A
120
Residential
(1/2-acre lots)
B
155
Storm Hyetograph
Time Rainfall
Interval Intensity
(hours) (in/hr)
0-1
1.2
1-2
1.3
2-3
1.9
3-4
1.5
4-5
1.3
5-6
1
6-7
0.8
1 Hour-Unit
Hydrograph
Time
UH
[hr]
[cfs/in]
0
0
1
60
2
120
3
140
4
80
5
40
6
10
7
0
Secondary Treatment
Based on a plant flow rate of 40 mgd, design an activated sludge, secondary treatment system with recycle which maintains a MLVSS = 2,000 mg/L in the aeration
reactor and has an average Solids Retention Time (SRT) = 4 days. The biota kinetic constants are:
Kinetic Coefficients for the Activated-sludge Process for the Removal of Organic
Matter from Domestic Wastewater
-
Endogenous Decay Coefficient – k(d)
Half-velocity constant – K(s)
0.1
15
Max. Specific Substrate Utilization Rate – k
Biomass Yield - Y
6
0.45
gVSS/gVSS-day
mg/L bsCOD
g bsCOD/gVSS-day
gVSS/g bsCOD used
The laboratory has provided the information below for your influent from your primary clarifier.
Unit
mg/L
Item
Influent nbVSS - Xo
Quantity
30
Fraction of the biomass which remains as cell debris (fd)
Temperature
0.18
20
°C
Quantity of Oxygen in air
0.017
Lb O₂/ft³ air
Influent microorganism & substrate concentration as (So)
Influent Inert Inorganics (TSS. – VSS.)
215
10
Mg/L bsCOD
mg/L
Aeration Basin…
Chapter 23 Solutions
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Ch. 23 - Prob. 23.1PCh. 23 - Prob. 23.2PCh. 23 - Prob. 23.3PCh. 23 - Prob. 23.4PCh. 23 - Prob. 23.5PCh. 23 - What is a story pole and how is it used in...Ch. 23 - Prob. 23.7PCh. 23 - Prob. 23.8PCh. 23 - Prob. 23.9PCh. 23 - Prob. 23.10P
Ch. 23 - Prob. 23.11PCh. 23 - Prob. 23.12PCh. 23 - Prob. 23.13PCh. 23 - Prob. 23.14PCh. 23 - Prob. 23.15PCh. 23 - Prob. 23.16PCh. 23 - Prob. 23.17PCh. 23 - Prob. 23.18PCh. 23 - Prob. 23.19PCh. 23 - Prob. 23.20PCh. 23 - Prob. 23.21PCh. 23 - Prob. 23.22PCh. 23 - Prob. 23.23PCh. 23 - Prob. 23.24PCh. 23 - Prob. 23.25PCh. 23 - Prob. 23.26PCh. 23 - Prob. 23.27PCh. 23 - Prob. 23.28PCh. 23 - Prob. 23.29PCh. 23 - Prob. 23.30PCh. 23 - Prob. 23.31PCh. 23 - Prob. 23.32PCh. 23 - Prob. 23.33PCh. 23 - Prob. 23.34PCh. 23 - Prob. 23.35PCh. 23 - Prob. 23.36P
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Please explain step by step and show formulaarrow_forwardThree pipes of length 800 m, 500 m, and 400 m and diameters of 500 mm, 400 mm, and 300 mm, respectively, are connected in a series. These pipes are to be replaced by a single pipe of length 1700 m. Find the diameter of the single pipe.arrow_forwardFor the setups (Case I and Case II) shown below calculate the Total and Pressure Heads at points A, B, and C. Also, determine the hydraulic gradient and pore water pressure at A. Note: Dotted area is a homogeneous soil. 5 m 1 m Datum 5 m 1m 3 m Case I י. 5 4m- C Case II 1 m D Datumarrow_forward
- The following data is representative of that reported in an article on nitrogen emissions, with x = burner area liberation rate (MBtu/hr-ft²) and y = NOx emission rate (ppm): x 100 125 125 150 150 200 200 250 250 300 300 350 400 400 140 150 180 210 180 310 270 400 420 430 400 600 600 660 (a) Assuming that the simple linear regression model is valid, obtain the least squares estimate of the true regression line. (Round all numerical values to four decimal places.) y = (b) What is the estimate of expected NOx emission rate when burner area liberation rate equals 245? (Round your answer to two decimal places.) ppm (c) Estimate the amount by which you expect NO emission rate to change when burner area liberation rate is decreased by 50. (Round your answer to two decimal places.) ppm (d) Would you use the estimated regression line to predict emission rate for a liberation rate of 500? Why or why not? Yes, the data is perfectly linear, thus lending to accurate predictions. Yes, this value is…arrow_forward5.25 Water from a pipe is diverted into a weigh tank for exactly 1 min. The increased weight in the tank is 80 kN. What is the discharge in cubic meters per second? Assume T = 20°C.arrow_forwardFind the internal torques for segments AB, BC, and CD (in N-m) by drawing the internal torque diagram, the maximum torsional shear on the shaft in MPa, and the relative rotation of section A with respect to section D in degrees.arrow_forward
- Determine the heel and toe stresses and the factor of safeties for sliding and overturning for the gravity dam section shown in the figure below for the following loading conditions: - Horizontal earthquake (Kh) = 0.1 - Normal uplift pressure with gallery drain working Silt deposit up to 30 m height - No wave pressure and no ice pressure Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³ - Submerged weight of silt = 0.9 Ton/m³ == - Coefficient of friction = 0.65 and angle of repose = 25° Solve this question with the presence of gallery and without gallery., discuss the issue in both cases.... Solve in table 144 m 4m Wi 8m 6m 8m 1.7m 120marrow_forwardThe efficiency for a steel specimen immersed in a phosphating tank is the weight of the phosphate coating divided by the metal loss (both in mg/ft²). An article gave the accompanying data on tank temperature (x) and efficiency ratio (y). Temp. 171 173 174 175 175 176 177 178 Ratio 0.82 1.39 1.48 0.95 1.15 1.06 1.00 1.82 Temp. 181 181 181 181 181 182 182 183 Ratio 1.35 1.52 1.55 2.19 2.17 0.92 1.45 0.82 Temp. 183 183 183 185 185 186 187 189 Ratio 1.85 2.04 2.70 1.59 2.54 3.04 1.89 3.12 (a) Determine the equation of the estimated regression line. (Round all numerical values to four decimal places.) y = (b) Calculate a point estimate for true average efficiency ratio when tank temperature is 183. (Round your answer to four decimal places.) (c) Calculate the values of the residuals from the least squares line for the four observations for which temperature is 183. (Round your answers to two decimal places.) (183, 0.82) (183, 1.85) (183, 2.04) (183, 2.70) Why do they not all have the same…arrow_forwardProblem: In designing an asphalt concrete mixture for highway pavement, data in the table below showing the aggregate characteristics were used. Percent by weight of Effective specific Aggregate type Bulk specific gravities total paving mixture gravity Coarse aggregates 42 Fine aggregates 51 Mineral fillers 7 2.60 2.71 2.82 2.69 Determine the optimum asphalt content as a percentage of the total mix if results obtained using the Marshall method are shown in the following table. The specific gravity of the asphalt is 1.02. (Use Table 8 for required specifications.) Weight of Specimen (g) Percent Asphalt in Air in Water Stability (lb) Flow (0.01 in.) 5.5 1325.3 785.6 1796 13 6.0 1330.1 793.3 1836 14 6.5 1336.2 800.8 1861 16 7.0 1342.0 804.5 1818 20 7.5 1347.5 805.1 1701 25arrow_forward
- 12.36 Figure P12.36 shows a 3 × 5 pile group consisting of 15 concrete piles of 400 mm diameter and 12 m in length. What would be the maximum load that can be allowed on the mat with a factor of safety of 3? The piles have a center- to-center spacing of 1200 mm. Qall = ? Clay Cu= 60 kN/m² Clay Cu= 90 kN/m² 5 m 7 marrow_forward2.64 A 2.75-kN tensile load is applied to a test coupon made from 1.6-mm flat steel plate (E = 200 GPa, v = 0.30). Determine the resulting change in (a) the 50-mm gage length, (b) the width of portion AB of the test coupon, (c) the thickness of portion AB, (d) the cross-sectional area of portion AB. 2.75 kN A 12 mm 50 mm B 2.75 kNarrow_forwardDetermine the heel and toe stresses and the factor of safeties for sliding and overturning for the gravity dam section shown in the figure below for the following loading conditions: - Horizontal earthquake (Kh) = 0.1 - Normal uplift pressure with gallery drain working - Silt deposit up to 30 m height - No wave pressure and no ice pressure Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³ - Submerged weight of silt = 0.9 Ton/m³ == - Coefficient of friction = 0.65 and angle of repose = 25° Solve this question with the presence of gallery and without gallery., discuss the issue in both cases.... Solve in table 144 m BO 4m W 8m 6m 8m 17m 120marrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning