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7th International Conference on Sewer Processes & Networks Wednesday 28 - Friday 30 August 2013 The Edge Conference Centre, Sheffield. Erosion resistance and behaviour of highly organic in-sewer sediment. Irene Seco Manuel Gómez Alma Schellart Simon Tait. - PowerPoint PPT Presentation
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Irene SecoManuel GómezAlma SchellartSimon Tait
Erosion resistance and behaviour of highly organic in-sewer sediment
7th International Conference on Sewer Processes & NetworksWednesday 28 - Friday 30 August 2013The Edge Conference Centre, Sheffield
Wet weather pollution from combined sewer systems
Release of in-sewer sediment deposits accumulated during dry-
weather constitute a major source of pollutants that affect the water
quality of receiving natural water bodies
Long dry-weather periodsIntense precipitation events
Wet weather pollution from combined sewer systems
Rain regime
Particularities in the Mediterranean region in Spain:
cumulative precipitation = 600 mm/year(concentrater 50 days/year)
average dry-period between rain: 11 days
≈ 40% rainfall registered P(mm)>10mm
Long dry-weather periodsIntense precipitation events
Wet weather pollution from combined sewer systems
Rain regime
In-sewer sediment accummulation and consolidation
Particularities in the Mediterranean region in Spain:
Wet weather pollution from combined sewer systems
Low circulating flow(0.56 m3/s average Congost River. Vallès Oriental. Catalonia. Spain)
Low dilution capacity
Particularities in the Mediterranean region in Spain:
Flow regime in riversLong dry-weather periods
Intense precipitation events
Rain regime
Wet weather pollution from combined sewer systems
Particularities in the Mediterranean region in Spain:
Low circulating flowLow dilution capacity
Flow regime in riversLong dry-weather periods
Intense precipitation events
Rain regime
High percentage of impervious surface in
Urban areas
Urban pattern
Wet weather pollution from combined sewer systems
Particularities in the Mediterranean region in Spain:
Low circulating flowLow dilution capacity
Flow regime in riversLong dry-weather periods
Intense precipitation events
Rain regime
High percentage of impervious surface in
Urban areas
Urban pattern
Sewer solids mainly from wastewatersRelevant Organic
composition
Wet weather pollution from combined sewer systems
Particularities in the Mediterranean region in Spain:
Significant volumes discharged in a shorttime from sewer network (CSO)Significant organic Pollution in natural streams and sea
Overflows during wet-weather
Low circulating flowLow dilution capacity
Flow regime in riversLong dry-weather periods
Intense precipitation events
Rain regime
High percentage of impervious surface in
Urban areas
Urban pattern
Objectives of this study
Particular conditions of Build-up/Wash-off affects the initiation of sediment motion
Objectives of this study
Consider potential incidence of the environmental conditions in-sewer on the transport loads and initiation of motion
Analyse changes in transport potential for different lengths of antecedent dry-weather periodsInvestigate erosion
behaviour of real in-sewer organic-rich
sediment collected in Spain
Particular conditions of Build-up/Wash-off affects the initiation of sediment motion
• Long dry-weather period/Build-up
• Intense rainfall/Wash-off
Suitable to be applied to the particular Mediterranean climate and urban pattern
conditions
Objectives of this study
Improve prediction of in-sewer sediment transport loads
Real in sewer sediment characteristics
Sediment collected from a sewer system (residential and commercial area in
Catalonia, Spain)
Real in sewer sediment characteristics
relevant Organic content
(O.M. around 80%) organic nature of solid particles from domestic wastewaters, and the presence of
greasesCohesive properties
Sediment collected from a sewer system (residential and commercial area in
Catalonia, Spain)
Real in sewer sediment characteristics
relevant Organic content
(O.M. around 80%) Related with the organic nature of solid particles from domestic wastewaters, and
the presence of greasesCohesive properties
d50 = 0.31 mm (310 µm)
Density = 1310 kg/m3
0 0.25 0.5 0.75 1 1.25 1.5 1.75 2 2.25 2.50
20406080
100 Sieving analysis of sewer sediment in natural state
mesh width (mm) % a
ccum
ulat
ed
on th
e sie
ve
Sediment collected from a sewer system (residential and commercial area in
Catalonia, Spain)
Consolidation, microbiological degradation, chemical-biological interactions (bonding forces between particles )
Real in sewer sediment characteristics
Effects on the transport of solidssignificant influence on the incipient motion
Sediment with high organic content and cohesive properties
Laboratory erosion measurement
Liem et al. (1997) investigation on erosional proecess of cohesive sediment using an in-situ measuring device. International Journal of Sediment Research, 12 (3), 139-147
Evaluation Erosion Rate
Assessment critical threshold of motion at solid-
fluid interface
Erosion meter devised (based on a design by Liem et al. 1997).
Laboratory erosion measurement
A prepared sample is exposed to a consolidation period and subsequently subject to increased shear stress, to simulate increased flows through sewer pipes at the start of a storm event.
Simulation of dry-weather periods
• Different lengths: 16, 64, 140 hours• Environmental conditions:
Anaerobic and Aerobic• Constant low shear stress:
0.15 N/m2 (dry-weather flows inside conduits)
Consolidation period Erosion phase Sampling and Analysis
Simulation of dry-weather periods
• Different lengths: 16, 64, 140 hours• Environmental conditions:
Anaerobic and Aerobic• Constant low shear stress:
0.15 N/m2 (dry-weather flows inside conduits)
Laboratory erosion measurement
A prepared sample is exposed to a consolidation period and subsequently subject to increased shear stress, to simulate increased flows through sewer pipes at the start of a storm event.
Consolidation period
Simulation flows at start of storm
event
Increasing shear stress is applied
in a stepwise way
Erosion phase Sampling and Analysis
Simulation of dry-weather periods
• Different lengths: 16, 64, 140 hours• Environmental conditions:
Anaerobic and Aerobic• Constant low shear stress:
0.15 N/m2 (dry-weather flows inside conduits)
Laboratory erosion measurement
A prepared sample is exposed to a consolidation period and subsequently subject to increased shear stress, to simulate increased flows through sewer pipes at the start of a storm event.
Consolidation period
Simulation flows at start of storm
event
Increasing shear stress is applied
in a stepwise way
Erosion phaseSediment samples
collected during erosion tests at each shear stress
intervalRemaining
sediment after tests collected
Sampling and Analysis
Main Results
Average erosion rate (q) linked to the applied shear stress (tb)
Aerobic
0 0.2 0.4 0.6 0.8 10.00
0.40
0.80
1.20
1.60
2.00
Applied shear stress (Tau_b) [N/m2]er
osio
n ra
te (E
) [g/
m2/
s]
0 0.2 0.4 0.6 0.8 10.00
0.40
0.80
1.20
1.60
2.00
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
0 0.2 0.4 0.6 0.8 10.00
0.40
0.80
1.20
1.60
2.00
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
0 0.2 0.4 0.6 0.8 10.00
0.40
0.80
1.20
1.60
2.00
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
0 0.2 0.4 0.6 0.8 10.00
0.40
0.80
1.20
1.60
2.00
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
Anaerobic
T116h
T3140h
T264h
T416h
T564h
Erosion rate of sediments monitored in terms of Suspended Sediment concentration
Main ResultsErosion Rate valuesComparison between tests with increasing length of periods of consolidation.
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
[g/
m2/
s]
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
[g/m
2/s]
16h (T1)
64h (T2)140h (T3)
16h (T4)
64h (T5)
AerobicAnaerobic
Main ResultsErosion Rate valuesComparison between tests with increasing length of periods of consolidation.
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
[g/
m2/
s]
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
[g/
m2/
s]
16h (T1)
64h (T2)140h (T3)
16h (T4)
64h (T5)
AerobicAnaerobic
drop in overall values of Erosion Rates as length dry-period increase
Main Results
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
Tests with the same consolidation period and different environmental ambience.
(T1) Anaerobic
(T4) Aerobic
64h consolidation period
16h consolidation period
(T2) Anaerobic
(T5) Aerobic
Main Results
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
0 0.2 0.4 0.6 0.80.0
0.4
0.8
1.2
1.6
2.0
Applied shear stress (Tau_b) [N/m2]
eros
ion
rate
(E) [
g/m
2/s]
Tests with the same consolidation period and different environmental ambience.
(T1) Anaerobic
(T2) Anaerobic(T4) Aerobic
(T5) Aerobic
64h consolidation period
16h consolidation period
Conclusions
Laboratory tests to estimate erosional resistance from highly organic sediment beds under storm runoff conditions
Improvements in prediction of in-sewer sediment transport loads
(Mediterranean conditions)
Conclusions
Environmental conditions influence over sediment-bed
nature and structure
Conclusions
Increase of erosional strength with depth
Increment of resistance against erosion (as consolidation dry-period lengthen and oxygen is available)
Environmental conditions influence over sediment-bed
nature and structure
Conclusions
comparing with results obtained with low-organic sediment and synthetic sediment (differences in sediment properties)
Lesser magnitudes of Critical Shear Stresses
Increase of erosional strength with depth
Increment of resistance against erosion (as consolidation dry-period lengthen and oxygen is available)
Environmental conditions influence over sediment-bed
nature and structure
Conclusions
Future investigations aimed to:
- asses critical shear stress in highly organic sediment beds
- analyse influence of temperature in dry-period
Concerned about pollution control
Thank you for your attention
Long dry-weather periodsIntense precipitaction events
Wet weather pollution from combined sewer systems
Particularities in the Mediterranean region climate in Spain:
0102030405060708090
100
0510152025303540Pm (mm)
mean T (°C)
aver
age
cum
mul
ative
Pr
ecip
itatio
n (m
m)
mea
n Te
mpe
ratu
re (°
C)
day-precipitation = 4 day/monthcumulative precipitation = 600 mm/year
(concentrater in spring and fall)average dry-period between rain: 11
daysMax. dry-period: 70 days (2010-2012)
Intense precipitation events following long dry-periods
≈ 40% rainfall registered P(mm)>10mm
Rain regime
Main results
Erosion of sediments from bed during tests were monitored in terms of Suspended Sediment concentration and related
with Erosion Rate
q : average Erosion Rate in a applied Shear Stress
step (tb) linked to Suspended Sediment Concentration (CSS)
V : water volume of the column over sediment sample
AS : surface area bed subjected to erosion