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Status: Completed & Handed OverContract No. TN-PWD/CD-311/2021 | Class 1 PWD Audited
Water & Drainage Infrastructure

Cauvery Delta Basin

Cauvery Delta Canal Siphon & Flood Mitigation Aqueduct

Canal siphon and aqueduct crossing with formed RCC inverts, designed against one-in-one-hundred-year flood profiles and protected by full bank and scour works.

Engineering Spec Sheet
payments
Contract Value
₹29.40 Cr
PWD schedule of rates
timer
Timeline Performance
On Time
15.5 months against 16 months
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Client Principal
Tamil Nadu PWD
Water Resources Organisation
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Safety & QA Audit
0 LTI
290,000 field man-hours
Siphon Crossing
Siphon Crossing
Canal crossing with formed RCC inverts
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Section 03 // Detailed Engineering Dossier

Scope of Work & Structural Compliance

Hydraulic structures built to PWD specification, with concrete and earthwork testing carried out in the site laboratory.

01

Canal Siphon & Aqueduct Works

  • arrow_right_altSiphon Barrels:Multiple reinforced concrete barrels cast in sequence with formed inverts and sealed construction joints.
  • arrow_right_altCanal Lining:Concrete lining and cross-drainage structures to reduce seepage loss across the command area.
  • arrow_right_altWeir & Head Regulator:Gated and ungated control structures with energy dissipation arrangements downstream.
  • arrow_right_altEarth Retaining Structures:Reinforced earth and RCC retaining walls on both approaches to the crossing.
02

Flood Mitigation & Hydraulic Modelling

Hydraulic design verified against one-in-hundred-year flood profiles, with scour protection and bank protection at every outfall.

Design Flood
1 in 100 Yr
Hydraulic profile
Barrel Type
RCC Box
Formed inverts
Lining
Concrete
Seepage control
Standards RegisterRev 2026
verified

Third-Party Independent Testing

Direct oversight and QA verification conducted by the Department of Civil Engineering, National Institute of Technology (NIT) Tiruchirappalli.

verified

Water & Drainage Code Compliance

Executed to the applicable Indian Roads Congress, MoRTH or RDSO specification for this class of work, with records available for departmental audit.

Concrete Compressive Strength Curve (M30 Grade)NABL Accredited
Day 7 — target 21.0 MPa23.2 MPa · 110.5%
Day 14 — target 27.0 MPa28.4 MPa · 105.2%
Day 28 — target 30.0 MPa33.8 MPa · 112.7%
Batch plant tested: 530 SamplesStandard deviation: ±1.3 MPa
Capital Plant Assets

Dedicated Machinery Fleet Mobilised

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Asset: PAV-09Active

Vögele Super 1800-3

High-compaction tracked asphalt paver with AB 500 TV screed, capable of continuous 8.5 m paving widths with laser sensor grade control.

Paving rate
700 Tonnes / Hour
Asset: ROL-14Active

Hamm 311 Tandem Rollers

11-tonne heavy tandem vibratory compactors with integrated HCM asphalt compaction meters, used to guarantee 98% laboratory density.

Linear load
30.5 kg / cm Front
Asset: CRN-03Active

SANY 150T Crawler Crane

Heavy-duty lattice boom crawler crane mobilised for tandem lifting and millimetre-accurate placement of 72-tonne PSC bridge girders.

Lift capacity
150 Metric Tonnes
Asset: BPL-02Active

Schwing Stetter M1.25

Fully automated on-site concrete batching plant with aggregate moisture sensors, chilled water dispensing and computerised micro-dosing.

Batching rate
60 m³ / Hour
Construction Logistics

Execution Milestones & Phasing Velocity

Chronological phasing of the critical path operations for this contract.

Month 01

Hydraulic Survey & Cofferdam Mobilization

Cross-section survey of the canal reach and cofferdam installation ahead of the irrigation shut-down window.

Month 05

Siphon Barrels Cast & Sealed

Multiple RCC barrels cast in sequence with formed inverts and watertight construction joints.

Month 09

Weir, Head Regulator & Energy Dissipation

Control structure and downstream energy dissipation arrangements completed and tested.

Month 13

Canal Lining & Cross-Drainage

Concrete lining and cross-drainage structures finished across the command reach.

Month 15.5

Bank Protection & Commissioning

On Time

Launching aprons, bank protection and outfall works completed, and the canal recommissioned for irrigation.

format_quoteOfficial Client Endorsement

“The siphon was completed within the shut-down window and the canal was recommissioned on schedule for the irrigation season, with concrete test records complete for every barrel.”

Er. M. Selvaraj, B.E. (Civil)

Executive Engineer, Water Resources Organisation, PWD

verifiedCompletion Certified
Cert No.TN-PWD/CD/CC-2022/63
Signed & sealedJun 2022
Corridor Geometry

Cauvery Delta Siphon Alignment

map

Total corridor length: 3.40 KM

Upper Canal Reach to Delta Distribution Network

Crossing Type
RCC Barrel Siphon
Design Flood
1 in 100 Year
Protection
Launching Apron + Bank Works
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