Feasibility study

Feasibility Study (abr.) into the Hydraulic Applications of Terraforce “G” 150 & “HD” blocks. Terraforce (Pty) Limited, requested the Division of Earth, Marine and Atmospheric Science and Technology to investigate two types of its hollow concrete blocks, the Terraforce “G” 150 and the Terraforce “HD”, for use in hydraulic applications. This preliminary study looks at the feasibility and limitations of the blocks when used for canal, river bank, estuary bank and coastal protection works. The work was carried out and the report written by Mr K.R.K. Blake under the guidance of Mr J. Moes and Mr J.A. Zwamborn.

INTRODUCTION

Owing to the present rapid growth of urbanization and residential development, rivers have to cope with an increased peak runoff whilst at the same time more and more are being canalized. This requires increased and improved bank protection systems to safeguard people and property. Outside urban areas, reliable bank and bed protection is also required, for example in the case of estuaries, spillways and irrigation canals. Hollow concrete blocks, which are increasingly used for slope protection, are now also being used for bank and bed protection in hydraulic structures. However, a number of hydraulic aspects should be investigated before such blocks can be used with confidence.

This report gives an overview of the various relevant hydraulic aspects, especially related to the Terraforce “G” and Terraforce “HD” blocks, to evaluate their applicability in areas where water flow and wave action are present. The aim of the report is to provide preliminary design criteria for the use of Terraforce blocks in hydraulic and coastal structures and to identify the need for and extent of further studies or model tests.

 GENERAL CHARACTERISTICS OF TERRAFORCE BLOCKS

Two types of Terraforce hollow blocks, the Terraforce “G” 150 and the Terraforce “HD”, have been investigated for suitability as bank protection in canals, spillways and estuaries. The two blocks are of similar geometric shape (see Figure 1), the “G” type having a mass of 19 kg and the “HD” a mass of 48 kg. The blocks interlock laterally due to their shape, but there is no mechanical interlocking either laterally or vertically. They can be laid in an interlocking flat layer or can be stacked on top of each other to form a steep slope.

terrafix HD plan 640x497 Feasibility study
Block infill volume = 0.022m³

Dimensions and specifications subject to change without notice and TERRAFORCE “HD” is only available in the Cape Province. TERRAFORCE “G” is now known as TERRAFIX 150. Compiled by the Division of Earth, Marine & Atmospheric Science & Technology of CSIR.*

PROTECTION AGAINST STEADY FLOW

Steady flow refers to flow in estuaries, rivers, canals and over dam spillways where there is a fairly steady flow of water. In many cases such flow occurs through alluvial soil conditions, with consequent dangers of erosion. To prevent this erosion of the bed and banks of these structures, it is necessary to protect them with some form of lining, such as concrete elements. Two main aspects have been dealt with, namely block layer stability due to direct flow forces and stability related to the foundation on which the blocks are placed.

MAXIMUM FLOW VELOCITIES FOR TERRAFORCE BLOCKS

Based on the theoretical considerations, the following critical allowable flow velocities have been calculated for varying flow depths.

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It can be seen from this table that the Terraforce blocks can withstand relatively high flow velocities. This means that the potential for erosion will also be high, especially since the Terraforce blocks have a high porosity. To prevent erosion of the subsoil, some form of filter will have to be provided underneath or behind the blocks. It would therefore appear from these theoretical considerations that as long as precautions are taken to prevent the erosion of the subsoil, both the Terraforce “G” and the Terraforce “HD” blocks would be suitable for steady flow protection systems if the maximum allowable velocity given is not exceeded.

FILTER LAYER DESIGN

Erosion of the subsoil, leading to the collapse of the revetment, can occur either by turbulence or by ground water flowing out through the armour layer. The latter case may occur after a period where the water in the canal has been elevated for some time and has dropped quickly, for example after the peak of a flood. The ground water level will have increased during the high flow condition and will need time to adjust to the lower level. This loss of subsoil has to be prevented to ensure the stability of the structure as a whole. This is achieved by the construction of a “filter” behind the protection layer, consisting of graded layers of granular material and/or geofabrics.

Geotextiles are favoured over granular filters due to their ease of placement and general convenience. A two-dimensional woven fabric is preferred with a lower-limit opening size greater than 0,5 mm. This ensures that after the root growth has taken place through the geotextile, the fabric permeability is still at least ten times that of the subsoil.

PROTECTION AGAINST INFREQUENT FLOW

Grass-covered block revetments

Sometimes surfaces above the normal water level are also exposed to flow conditions and may need protection. Terraforce blocks may be used in conjunction with grass for the protection of such areas subject to occasional extreme flow, floods or infrequent usage. If grass is submerged for several days it starts to die, reducing the effective bonding that its root structure gave to the soil and thus reducing its protective function. Areas where protection against infrequent flow may be required are :

  • the downstream face of embankments that are at risk of overtopping during flood events, such as earth dams, flood storage embankments and flood embankments along low lying rivers; and
  • purpose-made overflow channels that convey occasional high-velocity flow, such as auxiliary spillways on dams, flood relief channels and bypass channels.

General requirements

Slope Significant wave height (m)
Ratio Type “G” 150 Type “HD”
11,3 1:5 1,2 1,6
18,4 1:3 1,0 1,3
26,6 1:2 0,9 1,2
33,7 1:1,5 0,8 1,1

These maximum significant wave heights are relatively large for inland waterways and could be generated over a fairly long fetch or by large and/or high-speed vessels. Thus, for the average river bank or lagoon, waves would not present too much of a structural problem, although due to the cyclic loading of wave action, some kind of filter is essential to prevent erosion of the subsoil. The filter may also have to be protected against damage due to wave action.

Filter layer design

Wave action on a revetment causes some of the highest forces on the subsoil below the armour layer, making a well-designed filter layer essential to the stability of the structure. In particular the filter should prevent migration of the soil particles through the concrete block armour whilst still being porous enough to prevent a high pressure buildup within the subsoil.

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