I want to model the shear wave velocity of a soil using matlab. The outcomes from the programming must result the variations of S-wave velocity versus depth. you can get some soil parameters from the internet to do the simulation. You must send me the reference in the word document ( where you will take your information from). The work must make sense in real engineering world. Conclusion and recommendation, and introduction must be provided. The out come from the work must be discussed properly. After doing the work, extract all results and place it in Ms word and send including the matlab coding. Please make sure to include table and figure in the work plus literature review relating to this topic ( using rayleigh waves to extract the shear wave velocity in the soil deposit) in the work. Include the references.  I want to chat with the engineer that will be doing this work. I want to know as to whether he/she understands what I want to do here.

I want to model the shear wave velocity of a soil using matlab. The outcomes from the programming must result the variations of S-wave velocity versus depth. you can get some soil parameters from the internet to do the simulation. You must send me the reference in the word document ( where you will take your information from). The work must make sense in real engineering world. Conclusion and recommendation, and introduction must be provided. The out come from the work must be discussed properly. After doing the work, extract all results and place it in Ms word and send including the matlab coding. Please make sure to include table and figure in the work plus literature review relating to this topic ( using rayleigh waves to extract the shear wave velocity in the soil deposit) in the work. Include the references.  I want to chat with the engineer that will be doing this work. I want to know as to whether he/she understands what I want to do here.

You need to watch the 3-point bending test of plastic (PVC) beam and the 4- point bending test of mortar beam videos (Assignment folder, LMS). Also you need to use data file according to the student number and answer the questions below. (The data file will be emailed to you. Please contact us on course email if you believe you do not have the data file.) The data file has two sheets. If you use the wrong data file, the mark of 0 will be given for the assessment.

select a structure ( parking garage, mid/high rise building, bridge,
culvert, etc)
For the selected structure, define all applicable loads
Define the different structural elements
Define the vertical load transfer system
Define the lateral load transfer system
Define the type of foundation or support

The Delaware River in the Philadelphia area is designated as Zone 3 by the Delaware River
Basin Commission (DRBC). Imaging a wastewater treatment plant discharges 3 MGD
(million gallons per day) of effluent containing 25 mg/L BOD and 2 mg/L DO to the upper
stream of the Delaware River Zone 3. Is it still within the Philadelphia area when the river
reaches the Streeter Phelps critical point?
Deoxygenation rate constant = 0.2 d-1
.
Use todays temperature to determine the saturated DO.
Find the rest of the data of the Delaware River Zone 3 online.

WAVES LAB #4: WAVE PROFILES AND WATER PARTICLE TRAJECTORIES FOR PROGRESSIVE WAVES

Results

For #1, please use the 3hz and 4hz data.

(1) Plot the data from the wave sensor for each of the waves produced in lab. Determine the wave height

H and period T for each of these wave profiles, consider these to be your theoretical values.

For #4 please see atatched pictures 5915 and 710723 respectively, these pictures show the equation needed to model the displacement. You will need to contact me for the wavelength, or use a temporary wavelength to do the work.

(4) Plot measured particle orbits Use one figure per frequency.

See picture 770723 for number 4

5) Using Matlab find the free surface displacement, eta, over at least one full wavelength for both wave

profiles. Use only theoretical values calculated during this lab. Set values for z to be [0, -3/4h, -h/2, -h/4, –

h]. Set a particle horizontal location of x = L/2. Set t to be 10 values evenly spaced between 0 and 2.