Von Bach Dam Receives Major Facelift

Von Bach Dam Receives Major Facelift

Publication: Construction Namibia
Issue: April-May 2017
Author: Dr. Gert Cloete

The Sartorius Von Bach Dam (Von Bach Dam), situated east of Okahandja in Otjozondjupa Region, has recently received a new bituminous seal layer after approximately 50 years of service. The previous asphalt seal had become brittle, due to loss of volatiles from the bitumen, which typically leads to cracking on the surface of the asphalt.

Knight Piésold Consulting (KP) was appointed to perform an inspection of the old asphalt seal early in 2016. Results of core drill samples and a visual inspection led to a conclusive outcome; the asphalt seal needed to be replaced as soon as possible to avoid a probable uncontrolled loss of water should the dam fill up again.

Construction of the Von Bach Dam commenced in 1967 and was completed in 1970. The dam structure is referred to as a concrete faced rockfill dam (CFRD) of which the watertight lining on the upstream side is not a conventional concrete seal, but a specially designed hydraulic asphaltic seal. This type of sealing mechanism is often used in Europe and North America for dams as well as watertight membranes for landfill sites when leachate is not permitted to enter into the groundwater, but must be collected and treated. The advantages of an asphalt seal is its ability to flex and move with settlement of the supporting embankment structure, opposed to rigid concrete face dams, of which several have failed over the last decade due to the inability of the concrete to flex and compress along the lower upstream face.

A three-year draught in Namibia reduced water levels in some dams, including the Von Bach Dam, to well below 10%. These low water levels, last seen in 1996, provided an ideal window of opportunity to maximize the area of refurbishment for the exposed asphalt seal. It was recommended to fast-track the appointment of a contractor and repair the membrane before any possible significant inflow occurred into the dam from the approaching rainy season.

 

Download the full article.

Download

Perspectivas recientes

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