The Design and Construction of Neckartal Dam

The Design and Construction of Neckartal Dam

Author: Edwin Lillie, Gawie Steyn
Conference: AFRICA 2017
Date: March 14-16, 2017

INTRODUCTION
Neckartal Dam is located on the Fish River, a tributary of the Orange River. The project will supply bulk water to a new irrigation scheme located 40km south-west of Keetmanshoop in Namibia. Keetmanshoop has a desert climate. The daytime temperature often rises well above 30°C during the summer and the mean annual precipitation is less than 150mm.

The construction of Neckartal Dam started in September 2014. The Employer is the Namibian Ministry of  Agriculture, Water and Forestry. The Contractor is Salini Impregilo S.p.A and the engineering design and site supervision is being undertaken by Knight Piesold Consulting (Pty) Ltd. Neckartal Dam is the largest dam currently under construction in Southern Africa. Neckartal dam will be 78.5m high, with a crest length of 518m and a gross storage capacity of 857 million m³. The main dam wall contains over 900 000m3 of RCC. The dam outlet releases water through two Francis turbines to an abstraction weir and pumping station located 13km downstream.  Neckartal Dam will be the largest dam in Namibia and the eight largest dam in Southern Africa by storage volume. It is a very important development project for the Namibian government and is aimed at stimulating economic growth in the Southern Region of Namibia. This paper describes some of the challenges faced during the design and construction.

Necartal dam has to accommodate very large floods, both during construction and operation. The PMF is over 20 000 m3/s. The diversion during construction has been undertaken in three phases, which included phasing for the dry season and wet season floods to provide an economic solution. The spillway was modelled tested and an optimum solution developed for the curved spillway.

 

Download the full technical paper.

Download

Recent Insights

October 2024
Estudio de rotura de una presa de jales en la zona centro-norte de México
September 2024
Influence of Pre-Existing Mobilized Zones on B3 Cave Propagation and Initial Subsidence at the New Afton Mine
September 2024
Importance of Indigenous Community Engagement related to ARD/ML and Long-Term Water Quality
September 2024
Effective Assessment of ARD/ML Potential for Non-Mining Infrastructure Projects
August 2024
CESA Aon Engineering Excellence Awards 2024: Kikagati Hydropower Plant
July 2024
Interview: Mario Lazo Emparanza, Regional Manager, Knight Piésold Chile
July 2024
Visionary Leadership: Driving Engineering Excellence in Africa with Vishal Haripersad
June 2024
Concept Feasibility and Predicted Behavior of Mining a Rock Tower with Drill-and-Blast Undermining Using Dynamic Three-Dimensional Discontinuum Numerical Models
June 2024
Estimating Shear Stress within a Clay Foundation Using the Burgers-Creep Model
June 2024
Laboratory Study of Manganese Mining Overburden Mixed with Lime as a Paving Subbase Layer
May 2024
Knight Piésold: Ensuring African Excellence in the DRC
May 2024
Wild Coast N2 Highway Project Taking Shape
May 2024
Interview: Guillermo Barreda, Gerente General, Knight Piésold Perú
April 2024
Risk Mitigation through Design Optimization Utilizing Seasonal Effects under Arctic Conditions at the Amaruq Mine
April 2024
Synthetic Rock Mass Modeling of Progressive Unravelling and Overall Slope Stability Using the Discrete Element Method
April 2024
Operational Slope Stability Risk Management for Large Open Pits at the Mount Milligan Mine – A Case Study
April 2024
Risk and Informed Approach to TSF Design and Operation
February 2024
Empowerment and Resilience
January 2024
Balancing Act: Water Usage Management Vital for a Sustainable Future
January 2024
A Difficult Balance Between Engineering, Environmental, Social and Economic Aspects