Oil and Gas

Kenya Water Treatment Plant – Brine Discharge Pipeline

Kenya Water Treatment Plant – Brine Discharge Pipeline Slide 1
previous arrowprevious arrow
next arrownext arrow

Kenya Water Treatment Plant – Brine Discharge Pipeline

Engineering Design

The Kenya Water Treatment Plant is located outside of Chinchilla in Queensland and treats by-product water from coal seam gas operations. Following the reverse osmosis (RO) process, reject is further concentrated in brine concentrators.

High temperature brine is discharged from the brine concentrators and is transferred via a pipeline to a storage pond. Various performance issues were related to the original design due to the elevated temperatures and corrosivity of the fluid.

EPES were engaged to design a replacement brine discharge pipeline to address the performance issues being experienced with the line. The objective of the design process was to ensure performance of the pipeline during discharge of elevated temperature brine discharge to the storage pond without impacting operation of the water treatment plant. Our scope included:

Project Information

Location: 35km from Chinchilla, Queensland, Australia
Client: Laing O’Rourke
Engagement: Design Consultant
Sectors: Industrial, Oil and Gas, Water and Waste Water
Services: Construction and Design Consulting, Digital Engineering, Independent Reviews and Audits, Piping Engineering, Specialist Analysis, Water and Waste Water
Year: 2016

The Problem

Several technical challenges exist with high temperature fluids in pipelines, particularly fluids with high chloride concentrations such as brine discharge. Non-metallic materials are typically unsuitable and metallic materials need to be carefully considered with respect to corrosion and durability of materials.

Pipeline leakage or rupture is not acceptable recognising the environmental risks.

Analysis and Implementation

Pipelines subject to elevated temperatures are designed in accordance with pressure piping standards to account for thermal expansion (temperature difference between non-operating and operating cases) as well as other static and dynamic load cases.

Once design loads cases are defined, the pipeline is subject to pipe stress analysis to ascertain both compliance of the pipeline allowable stresses, and primary support loadings to be used in the structural design of the secondary support system.  

Typical design considerations including liaison with stakeholders, safety in design, risk assessment and constructability reviews were incorporated into the design process. 

Outcome

The outcome for the project was a pipeline suitable for the intended duty offering users a robust and reliable transfer pipeline for delivery of concentrated brine to the storage pond. With careful consideration of the design requirements, durability issues, performance requirements and constructability, the pipeline offered a low impact construction with a superior outcome for the project.

Taking the time to properly understand the technical and construction constraints ensures that the project can be delivered within the stakeholder expectations in a reliable, practical and robust way.

Aimeliik Cargoline Replacement Project

Aimeliik Cargoline Replacement Project Slide 1
previous arrowprevious arrow
next arrownext arrow

Aimeliik Cargoline Replacement Project

Engineering Design

EPES in partnership with Endeavour Inspection Services (based in Guam), undertook the detailed survey and engineering design for replacement of the replacement of the existing 12” cargo pipeline enabling diesel fuel transfer from the jetty to the Power Plant tank farm in Aimeliik, Republic of Palau. The existing pipeline was showing signs of excessive corrosion and undermining of supports.

Scope of the technical services included:

Project Information

Location: Aimeliik, Republic of Palau
Client: Palau Public Utilities Corporation
Engagement: Detailed Design Consultant
Sectors: Industrial, Oil and Gas
Services: Commissioning Assistance, Construction and Design Consulting, Digital Engineering, Petroleum Engineering, Piping Engineering, Specialist Analysis
Year: 2017

The Problem

The existing pipeline was commissioned in 1983 from bare carbon steel piping and was showing extensive evidence of severe corrosion from exposure to seawater both internally and externally. Due to its exposed coastal location, significant undermining of supports from wave action was also evident.

Given the age and location of the existing facility, very little documentation was available to understand the design of the existing pipeline. Quality control of procurement and construction works is also a challenge in this region.

Analysis and Implementation

EPES with EIS undertook significant surveying works of the existing pipeline, geotechnical conditions and ground levels along the pipeline alignment. This was necessary due to the absence of original design documentation.

We then undertook detailed engineering design with a key focus on simplifying the construction process and addressing further risk of corrosion by specifying coating technologies suitable for the exposed environment.

Design documentation including 3D model, plan drawings and Technical Specifications were prepared in combined SI/Imperial units to aid in communication with local Contractors and Clients. EPES also offered technical advice in maintaining quality control and supervision of the procurement and construction works.

Outcome

EPES were able to deliver a high quality and detailed set of design deliverables that assisted the Client in tendering and controlling the Procurement and Construction works. The Client can rely on high quality documentation with an emphasis on ensuring that construction works is completed with a high degree of commercial control.

Good quality documentation and diligent preparation of design in brownfield environments offers a high level of commercial control (i.e. de-risking).

Complete Form Below

Download EPES Capability Statement