![]() |
|||||||||||||||||
|
|||||||||||||||||
|
Water Exchange through the Strait of Gibraltar Uwe Send and Burkard Baschek
1. Introduction and Overview During the EU-Project CANIGO (Canary Islands Azores Gibraltar Observations) several moorings with current meters and acoustic instrumentation were deployed at the eastern entrance of the Strait of Gibraltar and were complemented by intensive ship-board observations. The measurements of the pilot study (Task 4.1.1) improved the understanding of the complex system of flow through the Strait and helped to design a suitable sampling strategy for the intensive experiment (Task 4.1.4). The objectives of the work presented here are to:
Reliable transport observations in the strait represent a serious challenge due to various sampling problems, because:
The present measurement approach therefore concentrates on the outflow at the eastern entrance of the Strait, because:
The observations in the eastern part of the strait consisted of (Figure 1.1):
All of the ship-board observations and much of the mooring and acoustic work took place during the RV ''Poseidon'' cruises 217 and 234 of IfM Kiel in April 1996 and October 1997.
2. Ship-board observations 2.1 Currents and hydrographic data Rapid vessel-mounted ADCP sections were carried out over a complete M2 tidal cycle (12.5 h) at the eastern entrance of the Strait, at the Camarinal Sill, and west of the Sill (Figure 1.1) in order to average the flow over a tidal cycle. All sections reveal significant vertical and horizontal shear and a spatial structure, which is difficult to resolve with mooring arrays.
2.2 Internal bore The internal bore is released at the Camarinal Sill when the outflowing tide weakens and the water is pushed back into the Strait of Gibraltar. It was observed at several locations in the Strait in order to study its evolution. The measurements were carried out with continously repeated CTD casts ("CTD-yoyo") in the upper 300 m and ADCP. The first measurement (Figure 2.6) was carried out close to the Sill and the second measurement (Figure 2.7) at the eastern entrance of the Strait. The figures show the weakening of the strong signals of the bore in interface depth, current speed, and through the dispersion of the wave package.
2.3 Froude numbers Ideally, the Strait of Gibraltar can be described as a two-layer system. According to the theory of hydraulic control [L. Armi and D. Farmer, 1986, D. Farmer and L. Armi, 1986] the flow through the Strait is hydraulically controlled and the exchange maximal when the flow east of the contraction at Tarifa Narrows and west of Camarinal sill is supercritical. There, the composite Froude number has values of G2>1. Assuming that the flow west of the sill is supercritical most of the time, the condition G2>1 in the east holds for maximal exchange. The composite Froude number G2 can be estimated from measurements at the eastern entrance of the Strait G2= F12+F22, with Fi2= ui2/(1- d1/d2) /g/hi . The current speed of the two layers ui was determined by taking the mean value outside the main shear zone. It was used together with the mean values of the density (d1=1027.2 kg m-3 and d2=1029.1 kg m-3) and the depth of the interface hi measured with the CTD. The measurements of the two research cruises Poseidon 217 and Poseidon 234 can be used for estimating seasonal variations and the influence of the internal bore on the flow through the Strait:
All these qualitative considerations give indications that the flow is hydraulically controlled in October 1997, but possibly not in April 1996. These observations confirm the study from C. Garrett et. al., [1990]. |
||||||||||||||||