Agricultural Wastewater Conveyance and Structures Using - - PowerPoint PPT Presentation
Agricultural Wastewater Conveyance and Structures Using - - PowerPoint PPT Presentation
Agricultural Wastewater Conveyance and Structures Using Polypropylene Presented by: Tom LaRue, PE Regional Engineer ASCE St. George, UT September 14, 2017 INNOVATION The Project 14,000 ft of 42 Pipe in Salinas, CA
INNOVATION
The Project
– 14,000 ft of 42” Pipe in Salinas, CA – Surrounding area is farmland – Much of the flow originates at an Industrial Site
2018 E. Coli Outbreak
Challenges
- Industrial Wastewater
- Corrosive cleaning agents
- Suspended Solids
- Under Roadway
- Joints
- Shallow Slope
- Bends
- Maholes
- Service Life
Solution
Industrial Wastewater
Challenge 1
Challenge 1 – Industrial Wastewater
- Corrosive cleaning agents
- Chlorine
- Suspended Solids
“Severe hydrogen sulfide corrosion may reduce the 50 to 100-year life expectancy of infrastructure to less than ten years”
According to an EPA Study…
Challenge 1 – Industrial Wastewater
– Inert to chemical cleaning agents – Inert to chlorine – Inert to “hot” soils – Inert to hydrogen sulfide gas @ 140°
7 14
14
pH Range
1.5
Challenge 1 – Industrial Wastewater
Advanced Resin Technology
- Impact modified copolymer PP material
provides unique balance between PE & PVC
– Inert to chemicals – Abrasion Resistance
- Evolution of pipe stems from Europe
- PP pipe used since the 1970’s
- Debuted in the US in 2009
Challenge 1 – Industrial Wastewater
pH = 4 D = 24"
% invert loss Quartz slurry in pipe with capped ends attached to rocker and rotated for 400,000 cycles
Abrasion Resistance
Under Roadway
Challenge 2
Challenge 2 – Under Roadway
- Designed per AASHTO LRFD Bridge Design
Specification: Section 12
- Load & Resistance Factor Design vs. Iowa Eq.
(multiple factors) vs. (single safety factor)
- 3rd Party Testing
Dual-Wall PP Pipe
12” – 30” per ASTM F2736 12” – 60” per ASTM F2881
Challenge 2 – Under Roadway
Triple-Wall PP Pipe
30” – 60” per ASTM F2764
Challenge 2 – Under Roadway
Challenge 2 – Under Roadway
Increased Stiffness
- Reduces Circumferential Deflection
- Increases Longitudinal Beam Strength
– Easier to handle & install – Easier to backfill under the haunch area – Reduces sags / misalignment in line & grade
Challenge 2 – Under Roadway
Challenge 2 – Under Roadway
Challenge 2 – Under Roadway
Joints
Challenge 3
Challenge 3 - Joints
- Extended Bell
– Provides larger sealing area
- Double Gaskets on Spigot
– Shipped on pipe & shrink wrapped for protection – Lowers risk for leaks due to construction errors and joint offsets
- In-Line Bell & Spigot Design
– No need to excavate for bell holes
ASTM F477 Gasket
Challenge 3 - Joints
Lab Testing
- Tested to 15 psi, which exceeds 10.8 psi
test required by ASTM D3212
- Vacuum test in per ASTM F2764
Post-Installation Field Testing
- 3.5 psi air pressure test in accordance
with ASTM F1417
Challenge 3 - Joints
Correct Interior Joint Assembly Home Mark on Pipe
Challenge 3 - Joints
- Extrusion process is
seamless & monolithic
- Standard 20-ft lay-
lengths
- Less Joints!
Shallow Slope
Challenge 4
Challenge 4 – Shallow Slope
S = 0.00061
Oversized Bell
Challenge 4 – Shallow Slope
Inline Bell
Challenge 4 – Shallow Slope
Manning’s n = 0.012
Bends
Challenge 5
Challenge 5 – Bends
Challenge 5 – Bends
Challenge 5 – Bends
Challenge 5 - Bends
Manholes
Challenge 6
Challenge 6 – Manholes
Service Life
Challenge 7
Challenge 7 – Service Life INNOVATION
Challenge 7 – Service Life
Florida Department of Transportation
Summary
Challenges
- 1. Industrial Wastewater
- Corrosive cleaning agents
- Suspended Solids
- 2. Under Roadway
- 3. Joints
- 4. Shallow Slope
- 5. Bends
- 6. Maholes
- 7. Service Life
Solutions
- 1. Polypropylene material with
Impact Modified Copolymer
- 2. Pipe Stiffness
- 3. Double gasket joint
- 4. Inline Bell, smooth liner
- 5. Custom bends
- 6. Custom risers
- 7. 100 years