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Photographs by Peter Dalrymple


    

The Threat That Mercifully Passed Us By....

  

Whitstable breathed a sigh of relief on Friday 9 November 2007, when a predicted North Sea tidal surge hit the North Kent coast but failed to breach the town's sea defences. It was a close call and, for older readers, it will have brought back memories of the dramatic flood of 1953 when a similar surge submerged vast areas of central Whitstable.

Thanks to photos kindly supplied by Peter Dalrymple, we can now relive the moments of 9 November and assess just how close we came to another disaster.

 


The Neptune Beach on 9th November 2007

   

But, first, it might be useful to consider a few technical matters.....

 

What is a Storm Surge?.....

   

Storm surges are caused when a deep depression passes over a large body of water such as the North Sea. At the centre of the depression, air rises sharply creating low atmospheric pressure and generating strong winds that swirl around the eye of the storm. These effects cause the sea to rise beneath the depression and the wind may then drive the surge of water towards nearby coastlines. The surge hits different coastlines at different times. In the case of a depression over the North Sea, the surge can sweep southward down the east coast affecting the North of England, East Anglia and Kent in turn. As one of the last ports of call, Whitstable is likely to get an increasingly accurate assessment of the situation as events unfold.  

Of course, if there is no land in the way, a surge can peter out without too much consternation. However, the North Sea is a relatively small body of water and a severe surge can collide with the coastlines of Britain and continental Europe within a relatively short space of time. It's impact can be more severe in areas like the Thames estuary which have 'shallow water' coastlines. In such cases, there is no buffer until the water hits the sea defences.  The situation can also be accentuated if the surge is funneled through a narrow waterway and, as we know, the North Sea does taper towards the English Channel.

Timing is all important. If the worst of the surge hits the coast at low tide, there is less chance of a disaster. However, if it all occurs at high tide, the danger is vastly increased. Normal tides vary in height throughout the year and the worst case scenario crops up when a surge coincides with an exceptionally high tide.

Well planned and maintained sea defences should cope with the rise in sea water. However, there is also another factor to consider..... ie wave action. This can cause the sea to top the defences even though the height of sea walls is sufficient to cope with the general surge of water. It can also damage defences and open a path for more general flooding.    

Wave action is generated by wind operating on the surface of the sea. By their very nature, storm surges are invariably accompanied by high winds as air swirls around the depression. Wave action is at its worst when the wind is able to sweep unhindered across the sea for a very long distance before reaching the coastline. The most 'open' path is known as the line of maximum fetch. The most dangerous wind direction for Whitstable (ie our own line of maximum fetch)  is North/North Easterly. This angle enables the wind to sweep across open sea for many miles before hitting our beaches.

So, it's all down to a combination of factors.... the severity of the depression, the height of the resulting surge of water, the timing of high tide, the height of the normal tide, the strength of the wind and the wind direction. In 1953, the Gods contrived to produce the worst combination.... and, on Friday  9 November 2007, we all held our breath as meteorologists warned of a broadly similar set of circumstances.

Now, using Peter Dalrymple's photos, let's take a look at what actually happened....

 

The Rise in Sea Level....

   

Peter's shot below captures the scene at the harbour with the water edging towards the rim of the South Quay. The storm surge had combined with an above average high tide to produce scenes that many of our younger readers may never have witnessed before ....

  

   
Water approaches the harbour rim

Wave action sprayed sea water across the quayside. Fortunately, there was no general topping of the quay wall. However, it all came very close as shown in the photo of the South West corner of the harbour basin (see the photo on the right).

Back in 1953, the sea did breach the wall... and it quickly poured down Ludgate Hill into the low lying streets south of Harbour Street. In those days, there was little warning as meteorologists were unable to predict a surge or its likely impact early enough. Furthermore, as the surge unfolded down the east coast of Britain,  communication systems were damaged and warnings were not transmitted to the people of North Kent. Many Whitstable Natives were simply awoken by water flowing through their doors in the early hours of 1st February 1953!

Things have certainly moved on in the last 50 years as the recent scare demonstrated. Weather reports warned of the danger several days before the events of 9 November 2007. Theses warnings allowed some preparations to be made. As you will see from the photo below, fishing vessels were fitted with extra protection along the length of their hulls. 

 


Sea almost tops the quayside at the harbour's south west
 corner - Photo by Peter Dalrymple

   

 
Warnings from the Met Office enabled local fishermen to prepare

  

A number of vessels were also moored slightly away form the quay wall.... particularly on the more vulnerable south quay. Even so, it was an anxious time for fishermen as boats were tossed by wind and waves..... 

  

Right: A fishing boat struggles against wind, waves and tide on the south quay. (Photo by Peter Dalrymple)

Below: Vessels on the more sheltered north quay. (Photo by Peter Dalrymple)


Fishing boats ride out the storm on the North Quay. Some were moored away
from the quay wall

  

It was all a little different from the story that John Harman related to me about the the harbour of 1953! John's brother, (George Harman) received  a belated warning of the danger and, fearful that his new fishing boat (Mon Rêve) might be damaged against the harbour wall or thrown onto the quayside, he boarded the vessel and rode out the storm in the centre of the harbour basin!   

  

The Beach and the Storm.....

   

The high sea level, gale force winds and wave action provided a severe test of our current day sea defences.  Since 1953, the shingle beaches of Central Whitstable have been raised and widened. These enhancements proved adequate to repel the storm surge of a week ago..... 

  


Whitstable beach ravaged by wind and waves but the high shingle levels kept the sea at bay

   

The shingle is now held in place by massive wooden groynes (ie breakwaters) and, despite the severe pounding, they stood firm.... 

  


Breakwaters are pounded near Beach Walk

 

Even the Old Neptune Pub survived the battering rather better than it did 54 years ago.....  

  


The Neptune has seen it all before... and survived

   

The height of the water can be gauged from a shot of the West Quay pier taken from Reeves Beach.... 

  


Reeves Beach with seawater approaching the top of the West Quay pier in the background

 

Unbelievably, news from nearby Isle of Thanet suggested that several wind surfers had been rescued from the chalk cliffs at Broadstairs. Whitstable Natives showed a bit more restraint and a great deal more common sense. The boat ramp at Reeves remained unused! 

   


The boat ramp near Whitstable Yacht Club

  

It was only local yachts and not local yacht owners that were at risk....

 

 
Reeves Beach

 

Of course, some local residents simply had to go about their normal daily business....

     

  

... proving that it is not just a humming bird that can fly backwards.

   

A Sense of Relief...

  

Thankfully, the threat of a major flood subsided along with the gales and stormy waters. We were lucky.... this time. Apparently, the tidal surge was slightly less than that forecast by meteorologists and I suspect that it did not quite coincide with high tide. However, with global warming expected to result in higher sea levels in the future, land in SE England sinking at the rate of 1mm per year and storm surges predicted to become more frequent, Whitstable cannot afford to turn a blind eye to its sea defences!

Even 50 years on, memories of '53 remain as vivid as ever for those who lived through it. If you are too young to remember those dark days, you can share the stories of our older Natives by visiting our Flood of '53 section.

 

Snippets....

 

In knocking out the explanation of a Storm Surge, I found myself thinking about a few related issues. They may be of interest... so I'll mention them here.

 

Maximum Fetch in Substance!

The term 'line of maximum fetch' was something that I learned about from my favourite teacher (Harry Mountford) in A-Level geography back in the 1960s. Harry always wanted to give local examples of things... so that we could see, touch and experience them. On a trip to Pegwell Bay, he told us about the caves that were forming in the chalk on the North side of the bay. The angle of these caves lined up with the angle of maximum fetch.

 

The Long Beach Yacht Marina Proposal

Another issue arises in connection with the explanation of wave action and it concerns recent proposals for a yacht marina at Long Beach. One of the stated advantages of the scheme is that it would provide a sea defence for a substantial section of our coastline without the need for a substantial (and ugly) raising of the sea wall.

The idea here is that the marina arm would break up wave action and create an area of relatively calm water between it and the waterfront. Provided that the existing sea wall can deal with a general rise in the water level during a surge, there is no need to increase the height of the sea wall to guard against wave action. It is said that he marina arm wouldn't just protect Long Beach itself. A section of beach from the harbour to (possibly) the Neptune would lie in the lee of the marina when winds hurtle in along the line of maximum fetch (ie North Easterly). This would reduce the wave action along this short stretch of coast.

The marina is a big subject with many pros and cons and I don't want to open a debate here. I just thought it was worth mentioning as it does have a connection with the storm surge of 9th November.  

 

Reviewing Whitstable's Sea Defences

The storm surge brought back memories of the major sea works that have taken place since 1953. At one stage, three alternative schemes were  considered... and they were every bit as controversial as the recent proposals for redevelopment of the harbour's South Quay.

One scheme proposed a high sea wall with little or no beach. Not surprisingly, this one caused absolute pandemonium amongst Whitstable Natives!

The second scheme proposed a lengthy off shore reef. This would have worked in a similar way to the marina arm idea described above. The reef would have broken up wave action and created an area of calmer water between it and the shore. However, it was also considered unsightly by locals and created some protest.

Eventually, a specialist company (from East Anglia I believe) produced plans that kept everyone happy. This involved strengthening the sea wall.... raising and widening the beach.... and holding the shingle in place with a system of more substantial breakwaters. The scheme was adopted... and tested by the storm surge on 9 November 2007.

  

Comments on This Article... 

  

The Storm Surge article has attracted comment from another East Kent town that came under threat...

  

Just a short note of congratulations on the beautiful photos and the very clear account - best I have yet read - of the Storm surge.

Here in Deal, we also escaped disaster but a different combination of wind and tide could have got us into real trouble and may yet do so in an unpredictable future.

I found your site by googling 2007 storm surge as I had forgotten the date.

Donnie Farago
Deal
Kent

 

Thanks, Donnie. I persume that any surge entering the Channel from the North Sea would be heightened by the narrowness of the waterway. I think we all 'got lucky' on this occasion. (NB As the article has been on the site for a little while, I have replicated your comments in the Visitors Book)

Our article has also received some suggestions from Stef in London...

  

I thought that this article was a bit poor as it didn't have much comparison between 2007 and 1953. This is helpful as we can see how much coastal defences have improved.

Stef Yeah
London

  

Thanks Stef. Once again I have replicated both your message and my reply in the Visitors Book as I think it raises interesting discussion points and gives us some ideas for a future article.

I take your point and agree that it would be nice to look back and compare the sea defences with 1953. However, as an amateur web site, it is quite difficult to muster the resources to handle that kind of research at short notice when we cover such a wide spectrum of other issues. 

Initially, the article was intended as a pictorial to show the surge to Whitstable Natives around the globe. However, as I had some spare moments, I decided to add a few explanations. This included the three key changes since 1953 - an enhanced wall, higher shingle beach and heavy wooden groynes. To go further than that would have required a lot of extra work and that was simply beyond me in a short space of time. Storm Surges simply aren't scheduled like Oyster Festivals and such articles have a limited shelf life before they are removed from the site.

Maybe, we could do a permanent article on the web site which builds on Brian Smith's 'History of the Shoreline Article' and discusses sea defence in general. However, it would take time. To investigate '1953' from a deeper technical perspective, we would need maps, design diagrams and photos etc. We would also need to study the idiosyncrasies of individual sections of the coast and get expert comment. 

On top of all that, we would also need to bear in mind that the sea defences are constantly under review and  consider the future. That brings a lot of controversial issues into question and it really is vital that what we say is accurate. For example, there are unofficial ideas for a yacht marina at Long Beach which would provide a form of sea defence for a section of coastline.

I also have some personal observations that might also prove controversial!  With global warming, rising sea levels, sinking land and escalating costs, I think we may be heading towards a different approach to sea defence issues. In fact, for some localities, I wonder whether we might end up with 'sea precautions' rather than sea defence.

The reason I mention this is that risks seem to be assessed using terms such as a 'one in 10 year occurrence' and a 'one in a 100 year occurrence' etc. This allows finance departments to compare the cost of providing sea defences with the cost of allowing a flood. In other words a bean counter could argue that the cost of building and maintaining a massive sea wall for 100 years exceeds the cost of recovering from one flood in areas with small populations (provided that there are efficient warning systems to prevent loss of life). Thus, sea defence work could become selective.

I am sure some people will say that I am talking nonsense here. However, I have a feeling that this type of a approach is applied to some rivers around the world. Rather than constantly heighten and strengthen river banks, some authorities actually allow rivers to flood into designated areas as a safety valve. Obviously, those areas become no-go localities for building and anything that IS built there must provide its own flood precautions.

If you apply those musings to Whitstable, you could pick out some developments and ask... 'Why was anything built there'! The end result could be some very unhappy people.

All this has massive impacts on the way life might be in the future and such discussions are really too much for a short article on the 2007 surge.

  

Your Comments...

      

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