water case study
TRANSCRIPT
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Waste Pollution
Case StudyGROUP 8
EDNA TAN AI LIN A132928
SONIA DILIP PATEL A133115
TAN CHIN YEE A135583
JANANI VELAYUDHAN A132456
NURUL NADIA BINTI NGAH A131462
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PARAMETERS ANALYSED
SUSPENDED
SOLIDS
pHTEMPERATURE
TURBIDITY
DISSOLVEDOXYGEN
AMMONIA
NITROGEN
COD
NITRATENITROGEN
PHOSPHATE
COLOUR
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SUSPENDED SOLIDCondition BEFORE RAIN AFTER RAIN
Layer (average
values)
Before cafe After cafe Before cafe After cafe
TOP 100 150 50 55
MIDDLE 110 115 45 50
BOTTOM 60 65 30 35
pHCondition BEFORE RAIN AFTER RAIN
Layer (average
values)
Before cafe After cafe Before cafe After cafe
TOP 6.76 6.52 6.86 6.63
MIDDLE 6.77 6.54 6.83 6.66
BOTTOM 6.76 6.55 6.85 6.78
Class III
Standard B
within the limit
of 100 mg/L
Standard A
within the limit
of 6.0 -9.0
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TEMPERATURECondition BEFORE RAIN(⁰C) AFTER RAIN(⁰C)
Location Before cafe After cafe Before cafe After cafe
TOP 25.8726.17 26.30 26.37
MIDDLE 25.6725.80 26.10 26.20
BOTTOM 25.5325.77 25.93 26.07
TUBRIDITY
Standard A
within the
limit of 40⁰C
Class II
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DISSOLVED OXYGENCondition BEFORE RAIN(mg/L) AFTER RAIN(mg/L)
Layer (average
values)
Before cafe After cafe Before cafe After cafe
TOP 3.14 2.96 4.69 4.64
MIDDLE 3.35 3.10 4.92 4.86
BOTTOM 3.44 3.18 5.07 5.04
AMMONIA NITRATE
Condition BEFORE RAIN AFTER RAIN
Layer (average
values)
Before café After cafe Before cafe After cafe
TOP 0.16 0.18 0.21 0.26
MIDDLE 0.14 0.17 0.17 0.24
BOTTOM 0.11 0.15 0.15 0.21
Class III
within the
limit of 3.0 –
5.0 mg/L
Standard A
within the
limit of 10
mg/L
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CHEMICAL OXYGEN DEMAND (COD)
NITRATE NITROGEN
Class IIA
Standard A
within 120
mg/L limit
Standard A
within 10
mg/L limit
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PHOSPHATECondition BEFORE RAIN(mg/L) AFTER RAIN(mg/L)
Layer (average
values)
Before cafe After cafe Before cafe After cafe
TOP 0.24 0.26 0.28 0.29
MIDDLE 0.23 0.24 0.26 0.27
BOTTOM 0.22 0.22 0.25 0.26
COLOURCondition BEFORE RAIN AFTER RAIN
Layer (average
values)
Before cafe After cafe Before cafe After cafe
TOP 123 126 92 95
MIDDLE 126 126 94 96
BOTTOM 129 129 96 97
Standard A
within 5 mg/L
limit
Class II A
within limit
of 150 mg/L
PtCo
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•
CLASS III
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1. Increasing dissolved oxygen
• Sample result class III (3 to 5 mg/L)
• Install mechanical aeration system
2. Decreasing turbidity
• Sample results class II
• Adding coagulant and filtering the waste
• encourage growth of submerged aquatic plants which covers 50% or more of the bottom surface area
3. Suspended solid and colour
• Water clarity – improve by stabilizing bare soils by encouraging coverage vegetation.
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THANK YOU