Biogas production from wastewater and sludge of wastewater treatment plant / by Maria Loriza A. Miranda.
Material type: TextLanguage: English Publication details: Indang, Cavite, 2015. Cavite State University - Main CampusDescription: xii, 47 pages : 28 cm. illustrationsContent type:- text
- unmediated
- volume
- 363.7284 M67 2015
- College of Engineering and Information Technology (CEIT)
Item type | Current library | Collection | Call number | Materials specified | URL | Status | Notes | Date due | Barcode |
---|---|---|---|---|---|---|---|---|---|
Theses / Manuscripts | Ladislao N. Diwa Memorial Library Theses Section | Non-fiction | 363.7284 M67 2015 (Browse shelf(Opens below)) | Link to resource | Room use only | T-6381 | 00010089 |
Thesis (BS Agricultural Engineering) Cavite State University
Includes bibliographical references.
College of Engineering and Information Technology (CEIT)
MIRANDA, MARIA LORIZA A. Biogas Production from Wastewater and Sludge of Wastewater Treatment Plant. Undergraduate Thesis. Bachelor of Science in Agricultural Engineering. Cavite State University, Indang, Cavite. April 2015. Adviser. Dr. David L. Cero.
The study was conducted from July 2014 to February 2015 in Amaya, Tanza, Cavite to produce biogas from wastewater and wastewater sludge of Cavite Economic Zone's wastewater treatment plant. Specifically, it aimed to determine the quantity of gas produced from wastewater sludge and determine the physical quality (odor) of gas produced from wastewater sludge. A set-up was prepared for six treatments with three replicates each. Six treatments were: Treatment 1 (3:1 dewatered sludge to water), Treatment 2 (2:1 dewatered sludge to water), Treatment 3 (1:1 dewatered sludge to water), Treatment 4 (1:2 dewatered sludge to water), Treatment 5 (1:3 dewatered sludge to water), and Treatment 6 (Pure wastewater). Displacement method was the technique used to gather data for volume of biogas produced. Among the six treatments used, only Treatments 1, 2 and 3 were able to produce biogas during the 60-day period. Treatment 1 had the greatest volume of biogas produced with a mean total of 397.67 mL, while Treatments 3 and 2 produced 335.50 mL and 263.17 mL, respectively. Treatment 3 obtained an odorless biogas which was a characteristic of a good biogas quality. Chemical quality was not measured because the average volume of biogas produced was not enough to fill-in the space in the biogas analyzer. Sludge from wastewater treatment plant can be recommended for biogas production but the volume of biogas is limited.
Submitted to the University Library 02/14/2017 T-6381