FREE BOOKS

Author's List




PREV.   NEXT  
|<   3   4   5   6   7   8   9   10   11   12   13   14   15   16   17   18   19   20   21   22   23   24   25   26   27  
28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50   51   52   >>   >|  
carried off, along with nearly every fragment of their house. His body was discovered a considerable time after, at a distance of many miles down the valley. It may be remarked, that about 100 people perished in the flood; and out of that number, at the time of our visit, only one body remained unrecovered. The catastrophe is too recent to require much detail. It took its origin, as is well known, in a reservoir of water for the use of the mills, formed by a dam across the valley. This had been constructed in 1838, and in an imperfect manner. The embankment, eighty feet in height, sloped outwards and inwards, with facings of masonry, thus obeying the proper rule as to form; but the _puddling_, or clay-casing of the interior, was defective, and it is believed that a spring existed underneath. Some years ago, the embankment began to sink, so that its upper line became a curve, the deepest part of which was eight or ten feet below the uppermost. This should have given some alarm to the commissioners appointed to manage the reservoir; and the danger was actually pointed out, and insisted upon so long ago as 1844. But the commission became insolvent, and went into Chancery; so nothing was done. A sort of safety-valve is provided in such works, exactly of the same nature as the waste-pipe of a common cistern. It consists of a hollow tower of masonry rising within the embankment, in connection with a sluice-passage, or _by-wash_, by which the water may be let off. This tower, rising to within a few feet of the original upper level of the embankment, was of course sure to receive and discharge any water which might come to the height of its own lip, thus insuring that the water should never quite fill the reservoir, or charge it beyond its calculated strength. By the sluice provision, again, the water could at any time be discharged, even before it reached nearly so high a point. Unfortunately, this part of the work was in an inefficient state, the embankment having itself sunk below the level of the open-mouthed top of the tower, while the sluice below was blocked up with rubbish. It was subsequently declared by the manager, that this defect might have been remedied at any time by an expenditure of L.12, 10s.! If the commission could not or would not advance this small sum, one would have thought that the mill-owners might have seen the propriety of clubbing for so cheap a purchase of safety. They failed to do so, and the de
PREV.   NEXT  
|<   3   4   5   6   7   8   9   10   11   12   13   14   15   16   17   18   19   20   21   22   23   24   25   26   27  
28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50   51   52   >>   >|  



Top keywords:

embankment

 

sluice

 

reservoir

 

valley

 

rising

 

height

 

commission

 

safety

 

masonry

 
calculated

discharge
 

strength

 

insuring

 
charge
 

nature

 

common

 
provided
 

cistern

 
consists
 

original


hollow
 

connection

 

passage

 

receive

 

advance

 

defect

 

remedied

 

expenditure

 

thought

 

failed


purchase

 

owners

 

propriety

 
clubbing
 

manager

 

declared

 

Unfortunately

 
carried
 

inefficient

 
reached

discharged
 
blocked
 

rubbish

 

subsequently

 

mouthed

 

provision

 

constructed

 

distance

 
formed
 

imperfect