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On the Selection of the Type of Pipes for Water Distribution
Networks
Boyan BorisovUASEG - Sofia
The current situation
• Pipes are basic elements of Water Distribution Networks /WDN/ and single pipelines
• Polyethylene /PE/ and ductile cast iron /DCI/– two of the most widespread pipe materials for water supply pipelines
• The current situation with the selection of pipe material in practice
Outline of presentation
• 1. Short history and descriptions of compared pipe materials
• 2. Description of the selection methodology and quantitative and qualitative parameters
• 3. Analysis of some of the compared parameters
• 4. Discussion and conclusions
A short description of compared materials
1. Ductile cast iron /DCI/
2. Polyethylene /PE/
Comparison methodology
N ParameterWeight
coefficient
Rating for pipe mat.
j
Valuation for pipe mat. J
Rating for pipe mat.
j+1
Valuation for pipe mat. j+1
iParame
ter iKi Rij
Vi,j = Ki.Ri,j
Ri,j+1 Vi,j+1 = Ki.Ri,j+1
i+1
Parameter i+1
Ki+1 Ri+1,j
Vi+1,j = Ki+1.Ri+1,j
Ri+1,j+1
Vi+1,j+1 = Ki+1.Ri+1,j+1
nParame
ter nKn Rn,j
Vn,j = Kn.Rn,j
Rn,j+1 Vn,j+1 = Kn.Rn,j+1
The quantitative parameters
1. Initial investment1. Purchase costs2. Construction costs
2. Whole life costs1. Initial investment2. Operation and
maintenance cost
, , 1,
,
min ( ; )i j i ji j
i j
C CR
C
Ci,j – the value of “initial investment” or “WLC” for pipe type “j”
The chosen comparison parameters:qualitative ones
3. Environmental aspects4. Corrosion resistance for DCIP
and slow crack growth resistance for PE
5. Impact resistance6. Thermal stability7. Durability8. Operational experience9. External load resistance10. Resistance to water hammer
Rating “R” is between 1 and 3
Weight coefficient is between 5 and 15%.
Parameter 1 - Initial investment1. Price characteristics of both types of pipes
€/m’
PE
DCI
DN
Turning point phenomenon
Parameter 1 - Initial investment and turning points of pipes and pipelines – real data
Parameter 2 – Whole Life Cost
• After initial investment the energy consumption, i.e. head losses is decisive factor
• An analysis is made for the influence of pipe roughness and the internal diameter
Nt
tt 1
CWLC
(1 r /100)
Influence of hydraulic roughness
• In transition zone friction factor “f” is slightly influenced
• Difference in head losses for k=0.01 and k=0.3 is under 5 %
Hydraulic roughness PE pipes DCIP
Pipes;“Individual concept”
k1=0.01mm k1=0.03mm
Pipelines and networks;“Global concept”
k2=0.1mm k2=0.1mm
Influence of internal diameter
• Difference by 1 % in internal diameter causes difference in head losses by 5 %
• There are bigger differences in internal diameters of different pipe materials, incl. PE and DCI
Two common WDN cases
WLC pipe mat. X1
WLC pipe mat. X2
Install. costs X2
Install. costs X1
Operating /Energy/ costs
Diameter
Costs
Opt. DX2Opt. DX1
WLC DX2
WLC DX1
The correct approach for choosing diameter
WLC DX2 <WLC DX1
Environmental aspects• Raw materials: for DCI pipes fresh iron ore or iron scrap for PE pipes: oil • Carbon print
Type of pipe
g of CO2 eq/per kg of pipe/year
g of CO2 eq/1 m (DN 110 or DN
100) /year
g of CO2 eq/1 m (DN 630 or DN 500) /year
PE 40.1 88.23 2819DCI 20.7 246.33 1900
Note: The data is for the production and laying stage, without transportation.
Durability for DCI and PE• DCI pipes: the service life is so long that it is
even not mentioned in the product standard
• Thinner wall since 2010 and rubber gaskets
• PE pipes: the standard service life declared in EU is 50 years; in some standards – 100 years
• There are now PE pipes which are 50 years old and are in good condition
Qualitative parameters DCI (K x R) PE (K x R)
3. Environmental aspects 5% x (2-3) 5% x (1-2)
4. Corrosion resist. for DCI and slow crack growth for PE
5% x (1-2) 5% x (2-3)
5. Impact resistance 5% x (2) 5% x (1)
6. Thermal stability 5% x (3) 5% x (2)
7. Durability 10% x (2) 10% x (2)
8. Operational experience 5% x (1-3) 5% x (1-3)
9. External load resistance 5% x (2-3) 5% x (1-2)
10. Resist. to water hammer 5% x (2-3) 5% x (2)
Summary - Qualitative parameters
Discussion• In practice - tendency for exaggeration of some
disadvantages and advantages of the pipes;
• Standards, technical literature and own research should be used instead manufacturer’s catalogues and common opinions
• It has been confirmed that generally PE is appropriate for smaller diameters and DCI for larger ones
• Consensus of stakeholders is needed for ratings of the qualitative parameters and all weight coefficients
Conclusions • Qualitative parameters still could be decisive
for the selection of pipe material
• The result of the comparison methodology could vary in the course of time and for each particular case
• The comparison methodology could be used for all pipe materials
Next step• The selection methodologies have to be
included in some form in the national design legislation or gradually to be accepted as a good practice