## FREEBOARD ALLOWANCES FOR WAVES IN INLAND RESERVOIRS PDF

Get this from a library! Freeboard allowances for waves in inland reservoirs. [ Thorndike Saville; Elmo W McClendon; Albert L Cochran]. Derive simple wave prediction methods for British inland reservoirs taking account of E W, & Cochran A L, () Freeboard allowances for waves in Inland. overtopping due to wind-generated waves and reservoir setup. • Relationships in “Freeboard Allowances for Waves in Inland Reservoirs.

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When Z reservoiris Our article is interested in water rise due to wind set-up and wave run-up with respect to the crest inoand the dam. An average depth of 30m has been retained in the ensuing calculations.

## Freeboard Allowances for Wave in Inland Reservoirs

Determining the wave run-up height. The development objective of the Lom Pangar Hydropower Project for Cameroon is to increase hydropower generation capacity and reduce seasonal variability of water flow in the Sanaga River and to increase access to electricity [ 78 ].

The fetch represents the distance which separates the dam from the shore where the wind is blowing. The effective fetch method supposes that a directional diffusion of the wind in cosine from the 10th power, starting from tor maximum frequency of the wave spectrum and taking into account the distance Fi which separates the border of the damevery The value of the rise in water level is calculated by applying the Zuider Zee formula Fell et al.

The maximum elevation of the water level at the neighborhood of the upstream fteeboard is defined by the following formula:.

This paper has as purpose to show the calculations done to determine the upstream freeboard the difference knland height between the highest level of water upstream and the crest of jn embankment for the Lom pangar dam in Cameroon.

Transition embankment at 1. Once the significant height has been calculated, it is possible to determine the frequency of occurrence for a given wave height [ 3 ].

We consequently conclude that the crest of the structure is sufficiently high to resist any risk resulting from repeated run-up of waves on the crest. Table 4 and 5 synthesize the results obtained for the laterite backfill embankment as well as the transition rock fill embankment. When the waves hit the upstream face of the dam, we assist in an upsurge aolowances the water level due to the fact that the kinetic energy in the waves is transformed into potential energy.

## Freeboard Allowances for Waves in Inland Reservoirs

For the continuity of our calculations we would suppose that the waves have had enough time to attain their maximum height and that the condition of the wave height supported is always verified for periods of wind superior to one hour. The significant height Hs calculated previously is defined as the average height of waves situated in the upper third.

The freeboard f is defined as the difference between the height of the dam crest and the maximum elevation attained by the waves on the upstream face of the dam. The waves generated by the wind under the hypothesis of great depth do not have the same height.

### Freeboard Allowances for Waves in Inland Reservoirs

The latter is defined as the sum of the wind set-up S and the wave run-up R for a given wave height H. The RCC dam — Calculation of freeboard.

We would however carry out a study on the sensitivity of the speed of wind. Laterite Embankment fill at 3. Many configurations are considered in the presentation of our calculations [ 1 ]. The notion of effective fetch has been introduced to take into account the following phenomena:.

### Freeboard Allowances for Wave in Inland Reservoirs

Characteristics of wave spectrum. Allowancez we can see in table 3thirteen percent of the waves go above this height. H is defined as the average height of waves over the percentage of the highest waves. Distance to the dam – reservoir and the calculation of the effective fetch. Journal of Engineering and Technology. In order to expose a larger part of the reservoir, we suppose that the longest stretch of water is the direction perpendicular to the dam.

The calculation of minimum freeboard for the embankment dam.

The objective of evaluating the freeboard is to provide needed assurance against overtopping resulting from the following: The submersion of an embankment due to waves could affect its lifespan and it is thus necessary to verify the height of the crest of the dam in a way that would protect it against a maximum increase of the water level.

Measures carried out in the sea and in the reservoir during tempests have shown that the characteristics of the wave spectrum are as follows:. Historically, we usually work with the significant height.

This length is called the effective fetch and denoted Fe. A model of the phenomenon caused by wind. When a wave meets a vertical face, the part of the energy transported by the former is dissipated in the form of turbulence whereas the remaining energy is transformed into potential energy thus causing an upsurge in the water level due to wave run-up.