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Newsletter
Summer Edition


President:Michael Clinch.
Committee:- Chairman:John Coneybeare, Hon.Treasurer:Don Vickers, Assistant Treasurer: Frank Whithead, Minutes Secretary:Andrew Smith, General Secretary:John Gale, Webmaster:Marcus Palmén

August 2007

Words from the Editor

This time we have a great deal of material and editing would really mean cutting out all irrelevant items in order to bring printing requirements to a practical level. Having found this difficult to achieve - I have chosen a compromise solution - The website will contain the full version whereas the printed version will be shortened by having fewer photographic images and none of the items that are dependant on viewer interaction.

The Article generally contained in the newsletter has now been made available for printing on its own. In this edition Mike Hield has written a timely item about Water Power in view of it's relevance to the coming talk at the October meeting on "The Severn Barrage". He has managed quite well to avoid quoting convoluted formulae which give rise to reproduction difficulties, but has instead produced a readable summary of historic and current electricity generation by hydro power.

Because of the audio and visual projection difficulties experienced in Mr Sparrows talk on "The 200 Inch Time Machine" I have included in the website edition of this newsletter some annotated slides on this subject.

Clifton Rocks

Talk by Peter Davey
April 11th 2007

This was the second time Peter Davey gave a talk to us at St.Peters Church Hall having previously talked of Bristol Trams. A highly entertaining and professional presentation. Photos of the Grand Spa Hotel Ballroom evoked memories for members present. Even earlier photos of the old Pump Rooms pre the building of Bridge Valley Road. The steel bar gate which closed the adjacent grotto cave served the basis of a "Let Me Out" joke at the expense of a couple of Japanese tourists. In a more serious vein Peter gave us the details of the origins of the cliff railway. The following extract from the publication of the Clifton Rocks preservation group of which Peter is Chairman summarises this.
Poster
By 1880, George White's horse drawn tram routes were spreading all over Bristol. However, Clifton's Merchant Venturers did not want the trams "up here" so a plan was submitted for a cliff railway from the Bristol side of the Suspension Bridge down to the Hotwell Station on Hotwell Road. This was turned down, due to concerns about spoiling the grandeur of the cliff face

Sir George Newnes, who had financed and built the Lynton Lynmouth Railway, heard of the situation and with his business colleagues submitted a plan that would place a railway inside the famous rocks, ensuring that the appearance of the Gorge would not be spoilt.

Inside there were two railways that worked completely independently of each other. The cars were built by the Starbuck Company, lit
by oil, were fitted with a sophisticated braking system and carried up to 18 passengers. The ride took 44 seconds and depended upon the weight of passengers in the two cars. As one descended, the weight caused the other to be pulled up to the top station.

If the lower car was heavier than the top car, water was allowed to flow into a tank underneath the top car until it was heavier than the lower car. Water had to be re-cycled from the bottom station constantly, as there was not a continuous supply at the top station.

An Otto gas engine pumped the water from a reservoir at the bottom station, some 230 feet to the top station. The railway was just less than 500 feet in length. The tunnel was 28 feet wide, by 17 feet high.
In 1908, the CRR Company ceased trading and George White bought the lease, re opening it in 1912. The railway finally closed at the end of September 1934 - having made its only profit on the day it opened.

During the War the tunnel was adapted to house BBC studios as a safe place from which to broadcast news, music and comedy despite the tunnel being at a 45 degree angle. The preservation group wish to restore at least part of it as a cliff railway but even it's historic war time use deserves retention. This gives rise to a conundrum as to the exactly how this is to be achieved.

A lively Question session followed the talk and Michael Clinch gave the vote of thanks.

Marcus Palmen





AGM 2007


The meeting opened at 14.02. In the absence of the Chairman, who was at a funeral, the meeting was chaired by the President, Michael Clinch. The President, General Secretary, Treasurer and 38 members were present. The meeting was unremarkable except that there was little enthusiasm to volunteer for the committee posts. Only two members came forward, Mr Andrew Smith and Mr Frank Whitehead.

The committee is now two members short including the very important post of Events Secretary.

Michael Clinch appealed to members to consider serving on the committee. The AGM closed at 14.34 and after a short break for tea Mr Brian Oke gave his talk on the Falklands.



The Falklands

Talk by Brian Oke
May 9th 2007

Falklands Cathedral and Whalebone ArchBrian explained that, after a long career in electronic engineering and management with GEC/Marconi and later British Aerospace, he had retired early and spent his time on DIY projects, including building an aeroplane.War Memorial More recently he and his wife have focused on travel to exotic holiday locations including Iceland and the Falkland Islands.

Until the Argentine invasion in 1982 there was very little interest in the Falkland Islands. They consist of about 200 islands with an area of 4,700 square miles and a population of 2,800 most of whom live in Port Stanley. Originally the main business was the repair of ships, particularly those damaged in the severe weather around Cape Horn. In more recent times sheep have been raised for their wool and there has been a fishing industry. Since the Islands were recaptured from the Argentines tourism has become important.

Brian decided to follow up the experience of a friend and book an accompanied tour of the Islands.

A new runway has been built at Port Stanley but commercial flights are long and expensive and Brian and his wife were able to secure places on a military flight from Brize Norton via Ascension Island and flew out for a stay of two weeks.

Let's meet the young ones!


Where have the others gone?Transport around the Islands by road is by 4 wheel drive vehicles, originally Land Rovers but these have been replaced by Toyotas, new roads have been built and these are raised to allow for flooding.

Brian described the trip around the Falklands, with excellent photographs of the island scenery and wildlife. The principal wildlife species are the penguins of which six varieties are represented. There are also albatross, upland geese and seals and sea lions. Much of the landscape is barren and gorse seems to thrive. Whilst on the islands they were able to visit local monuments to the casualties of the war.
The talk was followed by a lively question session.

Marcus Palmén thanked Brian for a very interesting talk and asked the members to thank him in the usual way.

John Gale




Engineers Walk

John Coneybeare our chairman, whose personal interest is very much the driving force behind the establishment of the Engineers Walk, has been experiencing a great deal of trouble with the latest three plaques it is proposed to install. These Engineers are Silvanus P. Thompson, Sir Humphry Davy's and Sir Stanley Hooker. Their plaques were dumped in a damaged state by the delivery men some distance from John's home and had to be re-manufactured by the makers. The very walls that these plaques are (or were?) to be mounted on have changed ownership (IMAX and Watershed) and new ageements have to be made. All these problems have occured following the troublefree original establishment of the Walk.

I believe John needs some reassurance that all his efforts and the cause is worthwhile. High winds and rain are most torchbearers enemies but the light must be kept burning. Thoughts on the impermenance of solid walls and materials are not the point, it is keeping the knowledge of what our and following generations owe to the skill and capability of Engineers in the past alive for the current generation that matters. I am sure John has all our support in this.



The 200 inch Time Machine

Talk by Mr Sparrow

Editors note:-
As there was some difficulties experienced with the audio and visual projection accompanying the presentation here are a few photos obtained from http://www.astro.caltech.edu/palomar/history.html together with extracted notes.
Completed  Palomar Exterior 1928: Rockefeller grant for 200-inch telescope
Hale (pictured) secures a grant of six million dollars from the International Education Board, a funding agency endowed by the Rockefeller Foundation. The 200-inch is administered by the recently founded California Institute of Technology (Caltech).
200 inch Mirror Cast 1934-36: A Pyrex Mirror
Corning Glass Works of upstate New York build the 200-inch mirror out of a new glass blend called Pyrex. On their second attempt, Corning succeeds in casting the 200-inch mirror. The image to the left shows two people standing on the original unpolished surface.
Dome Building 1936: Dome construction
The finished dome is 41 meters (135 feet) tall, 42 meters (137 feet) in diameter. The dome weighs approximately 1,000 tons, with a plate steel exterior and aluminum panel interior, separated by four feet to allow for dome venting. Two 125-ton shutters cover the opening and slide open at night.
Mirror travelling East to West Coast  1936: Mirror transport
The mirror blank, with only a rough flat front surface, is shipped across the country on a special train from New York to Pasadena, always travelling slower than 25 miles per hour. Guards are posted around the mirror during overnight stops to prevent any damage to the disk. The trip takes fourteen days.
Mirror polishing  1936-47: Mirror grinding and polishing
In the optics lab at Caltech, the front surface of the mirror is ground to the approximate concave form required. Using successively finer polishing grit, the opticians then carefully smooth the surface, constantly using optical tests to compare it to a perfect paraboloid shape. It is slow and painstaking work. To make the final mirror, almost 10,000 pounds of glass are polished away.
Telescope Construction 1937: Telescope construction
Components of the telescope are constructed at sites all over the country and then shipped for assembly inside the dome. Parts from Westinghouse's Philadelphia factories, Corning's New York glass foundries, and Caltech's and Carnegie's Pasadena labs have to make their way up to the mountain summit. The telescope tube is shipped by boat through the Panama Canal, with the Navy's help. Many of the large telescope parts are built in shipyards. This leads to the battleship grey paint scheme for the telescope.
1947-49: Mirror transport and installation
The 200-inch mirror is transported from Pasadena to Palomar on November 12, 1947. The 40 ton cargo requires three diesel tractors to push it up the mountain. Despite a storm the 125 mile trip is completed in 32 hours.
Dedication Ceremony 1948: Dedication ceremony
Although the 200-inch telescope is still not yet fully operational, it is dedicated on June 3rd and formally named in honor of George Ellery Hale, who passed away in 1938. Almost one thousand people attend the dedication, including many dignitaries from around the world. The first demonstration of the telescope and dome includes a ride on the dome as it spins. The ride is smooth enough to confuse some into thinking the telescope floor is rotating. This picture shows as well as any the relative sizes of the telescope and the seated human audience
  Here are finally three photos that indicate the scale of the project. More comprehensive information is available from Caltech Astronomy. All the images are copyrighted by Caltech Archives.



Summer Luncheon
By Michael Clinch


Chairman with Sir Humphry Davy Concentrated Eating
Chairman winds up More Luncheon Partakers 



Water Power

Article by Mike Hield

Introduction

Normally a report on a talk is done after the event but in the case of the talk on "The Severn Barrage" I thought a preliminary briefing would be of interest. My own interest arises from a career in SWEB as an electrical distribution engineer and my leisure activity as a dinghy sailor and yachtsman.

History

Man used water power as long ago as 200 BC for grain milling and water pumping, around 1100 AD for "Fulling" woollen cloth and later for processing metals. From about 1700 mathematicians and engineers started to analyse the workings of the water wheel and came to realise that the weight of water in the wheel was more significant than the impact from the flow. Isaac Newton (1642-1727) established his Second Law of Motion – i.e. Force is equal to rate of change of Momentum. Leonhard Euler (1707-1783) a Swiss mathematician developed his equation of motion for non viscous flow. Daniel Bernoulli (1700-1782) defined three forms of energy in a fluid ie. height, velocity and pressure; these being interchangeable and the total constant. These ideas formed the basis for analysing the performance of turbines, fans and pumps.

Tidal Mills were very rare as they needed to be away from damaging waves and also the relative small size of the mills made them impracticable for large tidal ranges. In 1779 a mill existed on the R.Trym about a third of a mile from its junction with the R.Avon. Hence Sea Mills as the area is known today, but the original name may have been Saye Mills. Saye being a fine serge like cloth which was the product of the mill. Over on the East coast a fine old tide mill is still working at Woodbridge, Suffolk on the R.Deben. In Wales on the upper north-eastern arm of Millford Haven there is a large tidal mill on the Eastern Cleddau at Blackpool east of Haverfordwest. This mill also benefits from the river running down from Mynydd Presseli hills. All these mills are in very well sheltered positions.

The first water turbine, as opposed to an open water wheel, was developed in France in about 1800 by Benoit Fourneyron. The important difference was that all the blades contributed to the energy all the time, the turbine runner ran completely submerged and the power was delivered by a fast rotating vertical shaft.

James Thomson, brother of Lord Kelvin, invented the Vortex turbine and patented it in 1850. It had adjustable guide vanes and the blades were curved. It was a highly effective and efficient turbine.

In Devon from 1906 until 1934 water wheels or turbines were installed at Buckfastleigh, Ivybridge, Holsworthy, Tavistock, Mary Tavey and Morwellham. Scotland benefits from abundant rainfall collected in lakes and rivers at high altitude. In 1896 the British Aluminium Co. Installed five water driven d.c. generators totalling 3750 kw. at the Falls of Foyers and in 1909 11 Pelton wheel generators at Kinlochleven totalling 25725 kw. Aluminium in those early days was almost a precious metal.

In 1932 a proposal was made for a Severn Barrage upstream from Avonmouth. In 1943 A.T.Starr in his text book "Electric Power" wrote
"The Severn Barrage which was estimated to be capable of producing 500,000 h.p. ( 373 MW ) during a 10 hour day with a peak capacity of 1000,000 h.p. In order to overcome the disadvantage of ebb and flow there were to be two reservoirs involving pumping during high level periods. The large cost of the necessary constructional work has prevented as yet the exploitation of the scheme."

In the 1950’s the CEGB began to consider the idea of pumped storage whereby water was pumped to a high level at times of low electrical demand to be used to drive generators to meet sudden peak demands on the system at other times. Dinorwig in Wales was opened in 1984 and all the plant is installed inside a mountain and is the largest of its kind with 6 x 340 MW turbine/generators – motors/pumps.

The Rance Barrage in N.W. France near St.Malo was completed in 1967 and comprises 24 10MW bulb type turbines – total 240MW. The turbines are of the axial flow type and generate on both flood and ebb tides.

Time and Tide

Tidal definitions - Diagrammatic illustration of the terminology of tidal heights in metres
Chart datum is the reference level above which heights of tide are predicted and below which charted depths are measured. The datum used for most British ports is the lowest sea level predicted under average meteorological conditions for that port unlike the land mapping datum for the ordinance survey which is fixed for the whole U.K. and is based on mean sea level.

Range is important for tidal barrages and is the difference in height between successive High and Low waters.

Tides arise from the gravitational pull of the moon and sun on the major oceans of the world. The biggest tides occur when the sun, moon and earth are on the same axis and are called spring tides and occur about every two weeks. In the intervening week the sun - world - moon axis become at right angles resulting in a reduced gravitational pull on the oceans. These tides are known as neap tides and the range is about 64% of the spring range. In the Bristol Channel spring tides occur in the evening and early morning and neaps at midday and midnight.

Tidal predictions are for average conditions and in practice can be affected by meteorological conditions such as atmospheric pressure and gales.

So why are tides in some locations much higher/lower than the general levels? The main reason is the shore configuration e.g. the coast of South Wales and England together with the shelving sea bottom. The narrowing and shelving would not affect the level if the rate of rise was very slow but for the momentum of the thousands of tons of water entering at speeds up to 4 or 5 knots. Other effects occur in long closed estuaries and channels which have a natural wave resonance period which when coinciding with the tidal period gives a large amplification of the tide.

Together with changes in tidal heights come tidal currents or tidal streams. Off Portishead streams reach 4.8 knots at springs and 2.6 knots at neap tides. Near Lynmouth on the N.Devon coast, streams reach 4 and 1.9 knots, and at this location a marine current turbine of 300 Kw has recently been installed.

For those unfamiliar with the definition of a knot it is a speed of 1 nautical mile per hour - approx. 1.15 mph. or 0.5 metres per second.

Water Turbines

Pelton Wheel Water Flow Diagram 
Pelton Wheel Drawing  
With the introduction of Marine Current turbines which are still under development there are now four types of water turbine
  1. The Pelton Wheel – Impulse type
  2. The Francis Reaction Turbine – Radial Flow
  3. The Kaplan Reaction Turbine – Axial Flow
  4. Marine Current Turbine – Propeller – Not Enclosed
  1. The Pelton Wheel
    After the old fashioned open water wheel this the earliest type and was invented in America by Lester A.Pelton in the 1870’s.Water is delivered at high pressure and all the energy is applied by one or two high velocity jets impinging on a series of buckets mounted on the rim of a wheel. The buckets run at just under half the velocity of the jet (s) and for electric generation the speed must be constant and is controlled by a special long tapered Spear and Nozzle which reduces the flow volume without reducing the velocity. To cater for a sudden loss of electrical load the jet is diverted from the buckets with a Deflector Plate. The Pelton Wheel is high speed and smooth running and needs a high head of water but not necessarily a high volume.
Reaction Turbines – Francis and Kaplan
The Reaction concept is not as obvious as that of the impulse concept of the Pelton Wheel. The water approaches a set of curved blades mounted on a shaft and glides over them thereby changing direction and so imparting pressure on the blades due to centrifugal force, i.e. the force experienced by a passenger in a car when turning very fast. The water enters the blades nearly at a tangent and for the highest efficiency leaves the blades radially and at a reduced velocity.
    Francis Turbine Water Flow
  1. The Francis Turbine
    In this turbine which was invented by an English engineer J.B.Francis (1815 – 1892) water is delivered into a volute casing which completely surrounds the runner and is under pressure as well as velocity. The water is guided through both fixed and adjustable veins in the casing and glides onto the runner blades at an angle. The water then turns in the runner to exit parallel with the axis of rotation. Load changes are catered for by the adjustable vanes. Sudden load changes are dealt with by a bypass valve or a surge tank. The Francis is used in very large ratings for example 340 MW for the Dinorwig pump storage scheme.
  2. The Kaplan Turbine
    Basic Axial Flow Turbine Water Flow  Kapeller Turbine Generator Water Flow
    Marine Current Turbine - Phot

    This was a development of the Francis by an Austrian Professor Victor Kaplan in 1913. A basic axial flow turbine with fixed guide veins and runner blades suffers a rapid fall of efficiency at part loads. This is overcome in the Kaplan turbine which has adjustable blades in the runner. With this arrangement a wide range of high efficiency may be achieved at varying power levels. Kaplans run from very low heads up to 400m and at ratings up to about 40MW (proposed Severn Barrage).

    Usually hydro generators of the Francis and Kaplan type have vertical shafts, this enables the electrical generator to be well above the water. Artists Impression of Twin Rotor Marine Current Turbines The Severn Barrage proposal follows the arrangement used at the Rance barrage with the machine axis horizontal and turbine and generator totally submerged in a large bulb. This layout leads to a simple clean water flow over propeller-like blades hence the name Kapeller.


  3. Marine Current Turbines
    These turbines are a recent development and are aimed at using the strong flow of water in certain places without building a barrage or dam. The arrangement is rather like an inverted wind turbine with long narrow blades submerged in the water. Obviously the civil engineering costs are minimal but two fundamental issues arise. Firstly the velocity of the current available is limited to about 6-7 Knots at spring tides at the best locations; the power available is proportional to the current velocity cubed for a given diameter. The other basic problem is that the power efficiency of any propeller whether in wind or water in an unbounded free flow is limited to just under 60%. This is before any other inefficiencies due to drag actions on the blades and mechanical losses. An example is the new Marine Current Turbine now being installed at Strangford Lough in N.Ireland . This is rated at 1.2MW and has a blade diameter of 20 metres. The Kapeller turbines proposed for the Severn Barrage are rated at 40MW and have an overall diameter of about 25 metres, runner diameter about 9 metres.


  4. Summary

      Pelton
    Wheel
    Francis
    Turbine
    Kaplan
    Turbine
    Marine
    Current
    Type number w (rad) .05 - 0.4 0.4 - 2.2 1.8 - 4.6     -
    Operating head (m) 100 - 1700 80 - 500 0 -400 zero
    Maximum Power (MW) 53 40 40 0.3 - 1.2
    Highest Efficiency (%) 93 94 94 40?
    Regulating Mechanism Spear Nozzle
    Deflector plate
    Guide vanes
    Surge tanks
    Blade
    stagger
    Blade
    feather


    The Type number enables various forms of turbine to be classified. The lower the number the higher the speed of rotation.

    Pelton wheels are used for high heads and low volumes and most early turbines were of this type. The high speed is well suited to electric generation.

    Francis turbines are used for medium heads and are the type usually used for pump storage schemes.

    Kaplans can be used for very low heads and large volumes and are the type proposed for the Severn Barrage.

    Marine current turbines are under development.

    References

    1. Introduction to Fluid Mechanics. Nakayama & Boucher.
    2. Reeds Nautical Almanac.
    3. Fluid Mechanics. Douglas, Gasiorek, Swaffield and Jack ( fifth edition )
    4. Science of Wind and Water. Kay.
    5. Energy Paper No.57. The Severn Barrage Project: General Report 1989. H.M.S.O.