Search for video related to Infiltration Measurement.From the video you watch about infiltration measurement and sampling, write afield/laboratory report. (Copy the link)It should include:a.) Significance and use of the procedure.b.) Apparatus, Tools and Equipment Usedc.) Methodologyd.) Analysis and Interpretation of the experimental result.g.) Recommendation and Conclusionh.) EVALUATION QUESTIONS: Answer this questions in your own opinion andunderstanding1. Why do we need to determine the amount of water infiltrated in the soil?2. What is the effect of water infiltrated in the soil?3. If you are part of the team, what will you do if you found out that the volume ofinfiltrated water is larger to the allowed water content of the soil?

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Search for video related to Infiltration Measurement. From the video you watch about infiltration measurement and sampling, write a field/laboratory report. (Copy the link) It should include: a.) Significance and use of the procedure. b.) Apparatus, Tools and Equipment Used c.) Methodology d.) Analysis and Interpretation of the experimental result. g.) Recommendation and Conclusion

Search for video related to Infiltration Measurement. From the video you watch about infiltration measurement and sampling, write a field/laboratory report. (Copy the link) It should include: a.) Significance and use of the procedure. b.) Apparatus, Tools and Equipment Used c.) Methodology d.) Analysis and Interpretation of the experimental result. g.) Recommendation and Conclusion

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Water analysis was carried out for solid analysis. The test was performed and the following information collected. Mass of empty dish = 51.5494 g; Mass of dish + Sample = 109.5 g; Mass of dish + dry solids =51.587 g; Mass of dish + ignited solid =51.541 g; Mass of empty filter = 0.1154 g; Mass of filter after drying = 0.1241 g; Mass of filter at ignition = 0.1160 g; Volume of sample =25 mL Compute the concentration of total solids, total volatile and fixed solids, suspended, volatile suspended solids and fixed suspended solids.
Give a statistical interperation of the data Split Samples. An industry and a municipal wastewater treatment plant disagreed about wastewater concentrations of total Kjeldahl nitrogen (TKN) and total suspended solids (TSS). Specimens were split and analyzed by both labs, and also by a commercial lab. The results are below. Give your interpretation of the situation. Specimen 1 2 3 4 5 6 7 Muni. 1109 1160 1200 1180 1160 1180 1130 TKN Ind. 940 800 800 960 1200 1200 900 Comm. Muni. 1500 1850 1215 2570 1215 2080 1155 2380 1120 2730 1120 3000 1140 2070 TSS Ind. 1600 2100 2100 1600 2100 2700 1800 Comm. 1600 1400 1400 1750 2800 2700 2000
4. What is the concentration in mg/L of TSS within a 400 mL sample containing 0.058 g of solids retained above a 1.2 μm pore-size filter?
The three statements below all refer to standard single-barrel reverse flow cyclones used to remove particulate matter from air. For each statement, indicate whether it is True or False and explain your reasoning. a) If a cyclone has a collection efficiency of 25% for a specific-sized particle, then it can be expected always to have a collection efficiency of 50% if the particle size doubles, assuming all else remains constant. b) If a cyclone has a collection efficiency of 25% for a particle having a specified density, then it can be expected always to have a collection efficiency of 50% if the particle density doubles, assuming all else remains constant. c) To a single decimal place, the effective number of turns made in traversing a standard cyclone is always 37.7, independent of the cyclone size and air flow rate into the cyclone.
18. The results for sieve analysis is shown in the following table: Sieve No. 10 20 40 60 100 % Passing 69.3 59.1 48.3 38.5 28.4 19.8 4.5 Liquid Limit Plastic Limit Non-Plastic (NP) Non-Plastic (NP)
Biological Nitrogen Removal (BNR) Discuss nitrogen removal using a MLE Biologic Nitrogen Removal (BNR) process and size the anoxic tank. Some of the information that you will be given includes: Flow rate (Q) RAS IMLR Anoxic tank retention time Filtration 12 6 1.8 1.6 mgd mgd mgd hours
Total suspended particulate matter concentration in ambient air is to be measured using a high- volume sampler. The filter used for this purpose had an initial dry weight of 9.787 g. The filter was mounted in the sampler and the initial air flow rate through the filter was set at 1.5 m³/min. Sampling continued for 24 hours. The airflow after 24 hours was measured to be 1.4 m³/min. The dry weight of the filter paper after 24 hours sampling was 10.283 g. Assuming a linear decline in the air flow rate during sampling, what is the 24 hour average TSP concentration in the ambient air(in 10-6 g/m³?
discuss at least five sources of error in measuring anions in rainwater through ion chromatography (label them as random or systematic errors).
2,13. Determine the suspcnded solids and the percent volatule matter in a sohds sample based on the following data: Sample size - 25 mL. Tare mass of filter 1.5325g Tare mass of filter plus retained solids-1.5415 g. Tare mass of filter plus retained ash-1.5378g
What diameter would a circular clarifier have to be to remove 50 μm particles with 75% efficiency from a 4 MGD (million gallon per day) flow? Assume the particle specific gravity is 1.5 and the temperature is 10°C. Answer: 18 m
What steps of risk assessment does not consider the level of exposure? Exposure assessment Hazard identification Dose-response assessment Risk characterization Uncertainty
10. A fish kill was reported in a river near a manufacturing plant. The Lead levels were tested in pooled tissue samples from Site A and Site B. Answer the following: a. What should be the appropriate spectroscopic technique to check the Lead content? b. Make a calibration curve. Calculate the actual concentration of the standards and % recovery. c. Calculate the Lead concentration and determine if the values are lethal or not. Std Pb conc abs Actual conc% ppm of std recovery 0.000 0.000 0.000 0.000 0.000 0.050 0.015 0.016 0.016 0.016 0.100 0.034 0.032 0.031 0.034 0.150 0.054 0.055 0.053 0.053 0.200 0.070 0.074 0.078 0.070 0.250 0.081 0.081 0.086 0.086 QC 0.150 0.053 0.052 0.051 0.052 Samples: Unknown Mean Dilution conc. Final Concentration Factor 100xA 1008 20xA 20x8 10XA 108 0.057 0.058 0.056 0.066 0.064 0.066 0.393 0.398 0.391 0.405 0.405 0.406 0.708 0.705 0.710 0.668 0.673 0.688