Abstract:
The treatment and proper disposal of Faecal Sludge (FS) is an expensive and environmentally
sensitive problem like Organic Solid Waste (OSW). The research was conducted to study the
Faecal Sludge Management (FSM) in Kushtia Municipality and its future development on basis
of treatment and end-use options. After data collection, Situational Assessment Tool (SAT)
was used to look up the overall FSM in the municipality. Raw FS, waste water and dried FS
were collected for detailed laboratory tests. Total FS generation within the municipality area is
estimated at 140,798 m3/yr as per calculation, whereas Technical and Financial Assessment
Tool the value is 498,926 m3/yr considering septic tank volume and 37,595 m3/yr considering
per capita FS generation rate. So, total FS generation is a variable figure depending
assumptions, regions, factors etc. Both drying bed dewatering efficiency and coco peat filter
treatment efficiency is greatly impressive, where all treated effluent parameters are within the
standard limit. Although some organic and inorganic substances are released in the water body
but not destructive for aquatic animals like fish and microorganisms. The decomposition of
organic compounds consumes much oxygen and leads to the decrease in BOD level. In spite
of good laboratory result, reality is little dissimilar because of only 27 % raw FS treatment
within 220,000 liters FS collection/ month. So a majority of collected sludge is released or
discarded in natural body without any kind of treatment. COD, BOD5, TS, TSS, T.C, F.C,
Alkalinity and Phosphate removal from drying beds in percentage is 98.15, 80.96, 97.35, 98.52,
95.07, 98.09, 87.76 and 99.06 respectively. After dewatering the FS, proper co-composting
process with OSW a reusable product is achieved where physiochemical, microbial and heavy
metals parameters are within Bangladesh compost standards and WHO guideline. Comparing
test results different times done in SRDI, BARI it is revealed that, compost is still good quality
on basis laboratory analysis. Specially C/N ratio would be maximum 20:1 and it was found in
compost as 7.3:1. So the C/N ratio after maturation level satisfied the above suggested limits
and is suitable for addition to soil. After getting results from SRDI, it is seen that, presence of
heavy metals are within tolerable limit. Lead is 27 ppm and Nickel is 7 ppm in range of standard
limit of 30 ppm. Other chemical constituents like Phosphorus, Potassium, Sulphur are also
within standard limit which are rich sources of nutrient content in compost. Even though
municipality residents are known to the FSM, compost and its impact but ministry permission
besides campaigning and marketing is essential for running co-composting business. FSM will
be sustainable with more FS treatment and large scale co-composting business. There is no
problem in treatment as well as its value chain. Day by day population will be increased where
staying the present condition won’t fulfill the FSM necessity. So it is highly necessary of more
drying beds or another treatment plant in Kushtia to upgrade its FSM performance. Aimed at
additional capability need to be created in future achieving its sustainability.
Description:
This thesis is submitted to the Department of Civil Engineering, Khulna University of Engineering & Technology in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering, December 2017.
Cataloged from PDF Version of Thesis.
Includes bibliographical references (pages 57-62).