Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Question Number 2 and 3 required hand calculation.

Question Number 2 and 3 required hand calculation.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Question Number 2 and 3 required hand calculation.
Earth Dam 100 900 750 Soil Layer 1 Soil Layer 2 Soil Layer 3 Bedrock Problem: An Earth Dam, as presented in the above figure, is proposed on layered soil to store water which will be utilized for the hydroelectric project. Based on the hydrological analysis, for successful operation of the hydroclectric project, the combined seepage loose through the dam and foundation must be less than 1000 gallon/day. You are hired as a geotechnical engineer to conduct the seepage analysis of the Dam site. The soil parameters are listed in Table 1. Table 1. Soil Properties Soil Soil Type Cohesion, c Friction Unit Weight, Ver. Permeability, Hor. Permeability, Layers (psf) Angle, k, kh (Ib/ft') (cm/sec) (cm/sec) Earth Silty Clay 500 13 130 1x106 1х106 Dam FDN Fine Sand 35 120 0.1 0.1 Layer 1 FDN Silt 400 10 125 4x105 4x105 Layer 2 FDN Medium 750 17 130 4x109 4x10 | Layer 3 Clay *FDN = Foundation As a geotechnical engineer, your job is to conduct the following task using Flow Net Method. You can use analytical methods (hand calculation) OR numerical methods (SEEP/W, PLAXIS, etc.) OR both type of analysis. 1. Develop the flow of the proposed Earth Dam and Foundation soil. Conduct the seepage analysis of the proposed Earth Dam and the foundation soil. Determine if the seepage volume is within the limit. 2. Check the uplift force and if the proposed design is adequate for uplift? 3. Determine the factor of safety against piping failure of the proposed Dam section. 4. Provide an alternative design of the dam and revisc the initial flow net, if necessary. The geometry of the Earth Dam need to constant in vour alternative design however, you may propose the measure within Earth Dam and/or foundation to limit the seepage as well as to increase the factor of safety against uplift and piping. The alternative design must limit the seepage loss < 1000 gallon/day and should be safe against the uplift and piping failure with adequate factor of safety. 5. Prepare a final report summarizing all your work. Include all the detail calculations of the proposed Dam sections and alternative design in your report.
Transcribed Image Text:Earth Dam 100 900 750 Soil Layer 1 Soil Layer 2 Soil Layer 3 Bedrock Problem: An Earth Dam, as presented in the above figure, is proposed on layered soil to store water which will be utilized for the hydroelectric project. Based on the hydrological analysis, for successful operation of the hydroclectric project, the combined seepage loose through the dam and foundation must be less than 1000 gallon/day. You are hired as a geotechnical engineer to conduct the seepage analysis of the Dam site. The soil parameters are listed in Table 1. Table 1. Soil Properties Soil Soil Type Cohesion, c Friction Unit Weight, Ver. Permeability, Hor. Permeability, Layers (psf) Angle, k, kh (Ib/ft') (cm/sec) (cm/sec) Earth Silty Clay 500 13 130 1x106 1х106 Dam FDN Fine Sand 35 120 0.1 0.1 Layer 1 FDN Silt 400 10 125 4x105 4x105 Layer 2 FDN Medium 750 17 130 4x109 4x10 | Layer 3 Clay *FDN = Foundation As a geotechnical engineer, your job is to conduct the following task using Flow Net Method. You can use analytical methods (hand calculation) OR numerical methods (SEEP/W, PLAXIS, etc.) OR both type of analysis. 1. Develop the flow of the proposed Earth Dam and Foundation soil. Conduct the seepage analysis of the proposed Earth Dam and the foundation soil. Determine if the seepage volume is within the limit. 2. Check the uplift force and if the proposed design is adequate for uplift? 3. Determine the factor of safety against piping failure of the proposed Dam section. 4. Provide an alternative design of the dam and revisc the initial flow net, if necessary. The geometry of the Earth Dam need to constant in vour alternative design however, you may propose the measure within Earth Dam and/or foundation to limit the seepage as well as to increase the factor of safety against uplift and piping. The alternative design must limit the seepage loss < 1000 gallon/day and should be safe against the uplift and piping failure with adequate factor of safety. 5. Prepare a final report summarizing all your work. Include all the detail calculations of the proposed Dam sections and alternative design in your report.
Expert Solution
steps

Step by step

Solved in 2 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Estimating construction costs
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
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS