Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
Community
Ask the community for help and clear up your study doubts
Discover the best universities in your country according to Docsity users
Free resources
Download our free guides on studying techniques, anxiety management strategies, and thesis advice from Docsity tutors
A lab project for designing a nitrification wastewater treatment plant using mathcad activated sludge worksheet. The project involves analyzing treatment efficiency over different srt ranges, plotting various efficiencies against srt, and recommending an operational scheme based on given influent and effluent criteria. The document also includes submittal requirements for a technical memorandum.
Typology: Lab Reports
1 / 2
Design Problem Nitrification Wastewater Treatment Plant Design Due: October 17, 2008
Utilizing the MathCAD Activated Sludge design worksheet provided on our course web site, add nitrification capabilities. This worksheet is set up to analyze 4 CSTRs in series. The worksheet is a mass balance-based analysis of an activated sludge treatment system; the worksheet is already complete for organic carbon removal. You have previously been provided a schematic diagram.
Once you have set up your worksheet, analyze treatment efficiency over an SRT range of 2- days and develop the following plots:
Complete the above analyses for the following reactor operational configurations: CAS, Step Feed, Contact Stabilization.
Finally, recommend an operational scheme for the influent and effluent criteria below. Defend your recommendation, including specifying minimum operational criteria.
Maximum Monthly Flow = 0.716 mgd Average Dry Weather Flow = 0.372 mgd
NPDES Effluent Limitations Parameter Average Monthly BOD 5 and TSS 30 mg/L, 113 lbs/day 85% removal of influent concentrations NH 3 -N 2.0 mg/L, 14 lb/day (Nov-Mar) 1.0 mg/L, 3.7 lb/day (Apr-Oct)
Influent Wastewater Characteristics Parameter Influent Concentration (mg/L)
Average Influent Mass Load (lb/day)
Maximum Influent Mass Load (lb/day)
Per Capita, Average (lb/person/day)
Per Capita, Range (lb/person/day)
BOD 5 110 355 575 0.123 0.07 – 0. NH 3 -N 13.7 -- -- -- -- TSS 132 410 719 0.143 0.08 – 0.
D:\My Documents\ERC Academics\CE 432\Lab Problems\2008\Tertiary-N WWTP Design.doc
D:\My Documents\ERC Academics\CE 432\Lab Problems\2008\Tertiary-N WWTP Design.doc
Submittal Requirements Prepare a brief (not to exceed 3 pages, single spaced, excluding plots) technical memorandum that summarizes your findings and recommendations. I strongly recommend you utilize tables to summarize key design elements. Your submittal should also include your design calculations (e.g., one copy of your MathCAD worksheet). You should write this memo as if you were writing to your client to submit this design report; do not write this memo as if you were simply preparing it for class. A general organizational outline would be as follows:
Introduction, Purpose, and Objectives