- a technical report with 29 self-explanatory Figures -
1. HDPE Manhole & Chamber Design
PEHD Manhole and Chamber design stipulates various manufacturing configurations dependent upon actual site conditions. A number of factors including water table height, depth of cover and backfilling materials have significant impact on base configurations.
Where PEHD Manholes and chambers will be installed in areas with high ground water levels, a double bottom construction is recommended, which has to be filled with liquid concrete at the job site. In the case of the double bottom type there are two openings in the upper bottom one is for the filling of the liquid concrete and one is for the venting during the filling process. These openings need to be closed after filling and hardening of the concrete with covers. When installing the manholes up to 1200 mm diameter in ground water, for lift-retention reasons, a backfilling width of at least 50 cm is to be maintained outside and a concrete filling of the benching may be necessary.
1.1 Base Configurations:
Figure 1: Manhole with double bottom construction, for high ground water
Figure 2: Manhole with double bottom construction, for no/low ground water
Figure 3: Inspection chamber or valve chamber. Single bottom construction
1.2 Benching Configurations:
Manhole/Chamber benching conforms to the Clientâs general specifications. The Benching is fully fabricated and integrated into the Manholes/Chambers forming a complete system ready for installation.
Figure 4: Example of Typical Manhole/Chamber Benching Configuration:
1.3 General Design and Structural Calculation:
All Manholes and Chambers are designed in âCylindricalâ shape. Reducing cones are not required and eliminates a potential âFail Pointâ in very deep excavations. Manholes and Chambers are designed to take full highway traffic load (HLC60) where the reinforced concrete top plate rests directly onto the Manhole/Chamber vertical wall.
For design purposes, information is collected from each site in order to provide the âStrongest & Safestâ product for each individual application. Information gathered for input includes:
- Ambient Water Table (Below GL)
- Trenching Characteristics
- Backfilling Techniques
- Client Specifications
- Backfilling Materials
- Traffic Loading
Figure 5: Krah Software
This information, once confirmed, is then inputted into the Krah Manhole / Chamber Design Software resulting in the most appropriate product for each site and its conditions.
2. Krah HDPE Manhole/Chamber Fabrication:
The Fabrication/Manufacturing process begins after collation of the following information:
- Design Recommendations â Direct result of input data.
- Benching Configuration â From Client.
- Invert Levels â From Client
- Connection Types & Sizes (Upstream/Downstream/Backdrop) â From Client
Figure 6: Krah Bahrain â HDPE Manhole Production
3. Quality Control:
Krah Bahrain is ISO 9001:2008 certified and thorough inspection and testing procedures are in place before, during and after. Some tests include:
- Hydrostatic: Each manhole/Chamber is tested for 24 hours (full of water)
- Fabrication: QA/QC Inspected
- Raw Materials: Each incoming batch.
- Finished Goods: QA/QC Inspected.
Each Manhole/Chamber delivery is inspected by the Contractor/Client before dispatch.
Figure 7: Krah HDPE Manholes at Hydrostatic test
4. The Installation Process of HDPE Manhole/Chamber:
4.1 Prework Requirements â For Safe & Fastest Installation Results.
- Trenching is open.
- When a water table is present, dewatering must remain constant and in place until the Manhole/Chamber is at least 80% backfilled and Top Slab is positioned.
- Precast Base Slab in accordance with Client/Krah Bahrainâs specifications.
- Precast Top Slab in accordance with Client/Krah Bahrainâs specifications.
4.2 Installing Blinding & Base Slab
- After trench excavation, install 50mm thick concrete âBlindingâ in the base of the trench below where the base slab is to be constructed.
- Prefabricate the concrete Base Slab in accordance with the clientâs specification. Where an âUpturn Beamâ is required, a steel ring is to be cast into the base slab in order to âKeyâ into the âUpturn Beamâ
- Position the Base Slab on top of the cured âBlindingâ
Figure 8: Krah HDPE Manhole positioned on top of precast base slab (note steel ring for âUpturn Beamâ)
4.3 Positioning of Manhole/Chamber onto the Base Slab
- Position Manhole/Chamber onto precast base slab. Use lifting hooks for easy placement and align all connections.
Figure 9: Krah Bahrain HDPE Manhole- Positioned onto Base Slab
4.4 Connecting Upstream/Downstream Pipes & Backdrops
Krah HDPE Manholes and Chambers are fabricated to suit each installations requirements. All connections are made via Solid Wall HDPE pipe (in various sizes) that are fabricated into the benching of the manhole in the factory. Each connection is designed to accommodate joining to various pipe materials such as uPVC, Concrete, GRP and Vitreous Clay.
- Once aligned, connect all Upstream and downstream pipes.
- Where UPVC connections are required, simply push the coupler over HDPE spigots. The rubber rings on the socket of the UPVC pipes match the OD of the HDPE spigot connections provided by Krah Bahrain.
- Where GRP connections are required, specially fabricated connectors are readily available and are also compatible with the HDPE spigot connections.
Figure 10: HDPE to uPVC, including âRocker Sectionâ
Figure 11: Krah HDPE Manhole â External Backdrop Connection with Grip Rings
Figure 12: HDPE to GRP, including test unit
4.5 Casting âUpturn Beamâ (when required)
- Construct formwork in order to cast âUpturn Beamâ, holding the HDPE Manhole/Chamber firmly to the Base Slab. This is generally required when there is a high âWater Tableâ present and/or as recommended by Krah Bahrain.
Figure 13: Formwork for âUpturn Beamâ
Figure 14: Cast âUpturn Beamâ
4.6 Concreting âBenchingâ Internally (When Required)
- In cases of high Water Table areas, Krah Bahrain may specify âInternal Concretingâ of the Benching.
- In these cases, âAccess Holesâ are fabricated into the benching allowing wet concrete to be poured into the internal cavity of the Benching. The âPour Holesâ will then be closed by Krah Bahrainâ technicians on site. Smaller holes are provided for air release.
Figure 15: Access holes for pouring of liquid concrete (as required)
4.7 Casting in âExternal Backdropâ (When Required)
- Krah Bahrain HDPE Manholes/Chambers are supplied with âGrip Ringsâ specifically for keying/securing the concrete casting of the âBackdropâ to the main body of the Manhole/Chamber.
- Setout footing and formwork for the casting of the backdrop.
- Pour concrete and cure.
Figure 16: Cast in âExternal Backdropâ
4.8 Backfilling and Compaction of Krah Bahrain Manholes/Chambers
- No concrete is required in the Backfilling and Compaction process.
- Start backfilling in 300mm layers (unless specified otherwise) until reaching 80% of ground level.
- Backfilling and Compaction should, at all times, should comply with the Clients specifications and in consultation with the Krah Bahrain.
Figure 17: Backfilling & Compaction to 80% of Ground Level
4.9 Placement of Top Slab onto the HDPE Manhole/Chamber and Final Levels.
The precast Top Slab shall be lined with a âT Ribâ PE liner forming a seamless transition between the Manhole/Chamber wall and the interior of the Top Slab, including the Inspection Chamber. The PE liner is fabricated in one section to suit the dimensions of each Top Slab.
Figure 18: PE âT Ribâ Liner for casting into Top Slab
Figure 19: Casting PE liner into Reinforced Top Slab
Figure 20: Lined Top Slab
A âNon Curingâ mastic sealant is then applied to the top of the Manhole/Chamber body in preparation for the PE Lined Top Slab to be positioned.
Figure 21: Applying mastic sealant to Manhole Top
Figure 22: Positioning Top Slab
The Top Slab is then positioned onto the top of the Manhole/Chamber body and forms a seal between both parts.
Figure 23: Top Slab positioned onto Manhole
Figure 24: View into Manhole
Final backfill and compaction to pavement level can now be applied.
Figure 25: Ready for final road leveling
Figure 26: Backfilled to pavement level
- All âOn Siteâ testing shall be conducted in accordance with the Clientâs requirements.
- Krah Bahrain provides QA/QC test results with each delivery.
- Krah Bahrain invites the Clients representative to inspect each delivery prior to dispatch.
- Each Krah Bahrain Manhole/Chamber is supplied with lifting lugs on either top side. Nylon Bands are recommended for lifting. Metallic Chains and Wire Ropes are NOT.
- Manholes/Chambers shall be transported laying down and fully secured using Nylon Bands and NOT Metal Chains or Wire Rope.
Figure 27: Handling at site
Figure 28: Transport
- All Manholes/Chambers are to be stored on level ground and spaced appropriately enough in order to avoid being damaged.
- Krah Bahrain Manholes/Chamber can be stored externally for an unlimited time as the raw materials used in production contains âCarbon Blackâ giving them excellent UV protection characteristics.
Figure 29: Storage at site
Eng. Hasan AlSaleh
Krah Bahrain, Isa Town/Kingdom of Bahrain
Dipl.-Ing. Stephan FĂŒllgrabe
Plaspitec GmbH, Cologne/Germany
Tel: +49 172 6813158