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HYDC02  12/5/05  5:38 PM  Page 48






                 48    Chapter Two


                                                                     /
                 divided by a change in strain). The compressibility of  −dVV T
                                                               =
                                                                    T
                                                             α                                  eq. 2.27
                 water, β, is defined as:                           d σ
                                                                     e
                        /
                  =
                       w
                 β    −dVV w                        eq. 2.26  where  V is total volume of aquifer material and
                      dP                                            T
                        w                                    dV /V is volumetric strain for an induced change in
                                                               T  T
                 where P is porewater pressure, V is volume of a  effective stress dσ .
                                                                           e
                       w                    w
                 given mass of water and dV /V is volumetric strain  Now, with reference to equation 2.27, for a reduc-
                                         w
                                      w
                 for an induced stress dP . For practical purposes, β  tion in the total volume of aquifer material, dV , the
                                                                                                  T
                                    w
                                                      2
                 can be taken as a constant equal to 4.4 × 10 −10  m N −1  amount of water produced by compaction of the
                     −1
                 (or Pa ).                                   aquifer, dV , is:
                                                                      w
                   The compressibility of aquifer material, α, is de-
                 fined as:                                    dV =−dV = αV dσ                    eq. 2.28
                                                               w     T     T  e
                                                                                             BO X
                  The thermal springs of Bath, England
                                                                                             2.7
                  The thermal springs at Bath in the west of England are the principal
                  occurrence of thermal springs in the British Isles and have been
                  exploited for at least the past 2000 years. The springs have temper-
                                                         −1
                  atures of 44–47°C with an apparently constant flow of 15 L s .
                  Three springs, the King’s (Fig. 1), Cross and Hetling Springs, issue
                  from what were probably once pools on a floodplain terrace on the
                  River Avon, in the centre of Bath. A succession of buildings has been
                  constructed over the springs, beginning with the Roman Baths and
                  temple of the first century ad (Fig. 2). Further details and an account
                  of the hydrogeology of the thermal springs are given by Atkinson
                  and Davison (2002).
                    The origin of the thermal waters has been subject to various
                  investigations. Andrews et al. (1982) examined the geochemistry of
                  the hot springs and other groundwaters in the region, and demon-
                  strated that they are of meteoric origin. The silica content indicates



















                  Fig. 1 The King’s Spring (or Sacred Spring) emerging into the  Fig. 2 The overflow of thermal spring water adjacent to the
                  King’s Bath at the Roman Baths, Bath, England.  King’s Bath shown in Fig. 1.
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