Abdelhamid Bedjou, Magister of Hydraulic Dr.-Ing. Sissis Kamarianakis
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1 IKT 2014 Infrastructure Knowledge and Technology Inspection and Condition Assessment of Pressure Pipes Abdelhamid Bedjou, Magister of Hydraulic Dr.-Ing. Sissis Kamarianakis IKT, Germany
2 Presentation plan 1: Survey - Orientation 2: Structural reliability 3: Operational reliability 4: Conclusion and outlook
3 Objectives of the project Project Objectives : Market Overview Technology Overview Damage Types and Images Recommendations for State Detection Notes on Inspection-Oriented Planning Benefit and economic!
4 Survey - completed questionnaires 22 Network Operator Network [km] Technische Werke Emmerich GmbH Abwasserbetrieb der Stadt Billerbeck Stadt Rietberg Emschergenossenschaft Lippeverband Gemeinde Holzwickede Amt für Stadtentwässerung Hemer Gemeindewerke Herzebrock-Clarholz Stadtentwässerung und Umweltanalytik Nürnberg Gemeinde Möhnesee Technische Betriebe Leverkusen Abwasserbetrieb Erkelenz Entwässerung Stadt Witten Göttinger Entsorgungsbetriebe Stadt Stuttgart - Stadtentwässerung Zweckverband Ostholstein - Entwässerung Stadt Recklinghausen Wirtschaftsbetrieb Porta Westfalica Abwasserwerk der Stadt Bad Honnef Landeshauptstadt Kiel Stadtentwässerung Stadtbetrieb Abwasserbeseitigung Lünen AöR Abwasserbetrieb Olpe km PP [km] km
5 Survey materials and diameters Pressure lines Material [%] 21 Betreiber, rd. 900 km
6 Survey Materials and diameters Pressure lines Inside Diameter [%] 34,40 33,12 8,36 8,52 7,61 3,25 2,51 < > > > > > Operators, rd. 900 km
7 Survey Inventory Inventory Data What we know? -Material As a rule, known -Construction year -Nominal Diameter -Start and starting point (site inspection manholes ) -More connectee (Approximate) location often known -Flow rates -Approximate height profile -Previous damage and repairs often unknown -Exact location -Bows - Location and design -Height profile and pressure conditions -Corrosion protection in/outside -Original wall thickness -state
8 Types of Damage
9 Damages PE/PVC Faulty Connection Deformations Longitudinal Cracks Ring Cracks Material Defects / Fatigue Leakages (Episode) (Damage by third parties ) [Draining Witten ] [Technical works Emmerich ]
10 Damages Asbestos cement Corrosion (inside/outside) Wall Thickness Loss / Holes Cracking Body Formation Leakages (Episode) Abrasion (Damage by third parties ) [Technische Werke Emmerich] [ZVO]
11 Damages Steel Corrosion inside/outside Surface-Corrosion Troughs-Corrosion Hole-Corrosion Grain-Corrosion Leaking Connections Longitudinal Crack Circular Crack Deformation Abrasion of Corrosion Coating (Damage by third parties ) [Stadtentwässerung Nürnberg]
12 Damages Cast Corrosion innen/außen Surface-Corrosion Troughs-Corrosion Hole-Corrosion Grain-Corrosion Gaphitization Leaking Connections Transverse Fracture Shell Breakage Longitudinal crack circular Crack Deformation Abrasion of Corrosion Coating (Damage by third parties ) [Stadtentwässerung Nürnberg]
13 Damages Common Damagee in Pressurised pipes PE/PVC Asbestoscement Steel Cast Cracks (long., circular, ) Leaking joint Deformation Corrosion Abrasion Third-party damage
14 Presentation plan 1: Survey - Orientation 2: Structural reliability 3: Operational reliability 4: Conclusion and outlook
15 Technology Market Overview (Phase 1) Inside inspection Electromagnetic Methods (pig, robot) Ultrasonic Method (pig, robot) Mechanical Measurement Geometry (pig) Acoustic Leak Detection ( pig, Smart Ball) Laser Surveying (trolley camera, robot) Optical Methods (trolley camera, tow camera, robot) Georadar (additional module for trolley camera)
16 Technology Market Overview (Phase 1) Outside inspection Elektromagnetic Ultrasound Acoustic Leak Detection Visual Inspection Thermography Georadar
17 Technology Phase 2: Slofec/Georadar SLOFEC, Applus RTD (Steel Cast) [Applus RTD]
18 Technology Phase 2: Slofec/Georadar
19 Technology Phase 2: Slofec/Georadar
20 Technology Phase 2: Slofec/Georadar Georadar (Asbestos Cement ) [DWA-M 149-4]
21 Technology Phase 2: Slofec/Georadar Sample 1 Sample 2
22 Technology Phase 2: Slofec/Georadar Sample 1 Sample 2
23 Technology Phase 2: Slofec/Georadar Conclusion - Both techniques are limited to pipe sizes; What about private pipes (small)? -The use of these techniques requires a trained individual - The inspected Pipelines must be not operational
24 Presentation plan 1: Survey - Orientation 2: Structural reliability 3: Operational reliability 4: Conclusion and outlook
25 Technology Phase 3: Pressure Test Phases of the test (DIN EN805; DVGW W400-2 ) P1: 30 min- holding phase P2: 60 min Rest period P3: Pressure drop P4: 30 min- main test P5: 60 min main test
26 Technology Phase 3: Pressure Test Length ca. 27,0 m PE 100 SDR 17, DN 150 Height difference between HP und LP : h = 80cm Multiple venting options
27 Technology Phase 3: Pressure Test
28 Technology Phase 3: Pressure Test Specifying test program / p = 8,0 bar Condition 1 Bow section2 half-filled with air Condition 2 Bows 2 and 4 filled with air Condition 3 Pipe completely filled with water
29 Technology Phase 3: Pressure Test Test results Carried out by IKT - Pressure Test : 8 to 4 bar - Leakage : 0,05mm and 0,1mm Tests Relaxation Preliminary Test Pressure build up Keep pressure Resting phase Pressure Drop Test Main Test Condition 1 (8bar) Cancel leaks not detected Condition 2 (8bar) Cancel Leaks not detected Condition 3 (8bar) passed, Given leaks Condition 3 (4bar) passed, Given leaks
30 Technology Phase 3: Pressure Test Test results Carried out by private companies
31 Technology Phase 3: Pressure Test Conclusion - The pressure test (Leaks) according to DIN EN 805 standard requires a high-performance hardware and reliable knowledge - Private operators are far from meeting these requirement For this purpose, special knowledge in the following areas will be acquired : - Material Science / Construction Materials - Hydraulic - Regulations - Measurement - Security
32 Presentation plan 1: Survey - Orientation 2: Structural reliability 3: Operational reliability 4: Conclusion and outlook
33 Conclusion and outlook Importance of Sewer pressure pipes Material and size Optimal diagnostic technique Means and knowledge Development of a Risk Model Market Research for Rehabilitation Techniques for Pressure Pipes Implementation of Risk Model at Network Operators
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