Page 104 - Proceeding 2015
P. 104

FAMP                                   TUDOSE (IORGA) Elena
                CCASP     SHIFTING TO PERFORMANCE MANAGEMENT IN MUNICIPAL PUBLIC UTILITY SERVICES: A
                                     BRIEF RECENT HISTORY OF BENCHMARKING IN ROMANIA


         Gacc – degree of accessibility                            Ns = Nmt*/ Nmt,
         of local public transportation    %   where:
                                               Nmt * = no. of transportation
                                               means accessible for persons   ACCESSIBILITY
                                               with special needs/total no. of
                                               transportation means


                                          TABLE 2. Water supply
                                                                            Dimension  of  the
          Definition of the KPI   Measurement unit   Formula for calculating the KPI
                                                                            service measured
                                               Ga = (Na+Nb+Nc)/Nt, where:
                                               Na = no. of inhabitants with access to
                                               public  water  supply  system  through
                                               common connecting pipe
          Ga  –  level  of  population         Nb = no. of inhabitants with access to
          access  to  water  supply  %         public  water  supply  system  through  ACCESIBILITY
          system                               individual connecting pipe;
                                               Nc = no. of inhabitants with access to
                                               public  water  supply  system  through
                                               street pumps;
                                               Nt = total no of inhabitants.
          Gpotab –                             Gpotab = Npc/Npa, where:
          Degree of conformity with   %        Npc = no. of compliant samples;   QUALITY
          water        potability              Npa  =  total  number  of  samples                   PROCEEDINGS OF THE 11 TH  ADMINISTRATION AND PUBLIC MANAGEMENT INTERNATIONAL CONFERENCE  ”Strategic Management for Local Communities”  30 th  – 31 st  October 2015   Bucharest
          requirements 98/83/CE                analyzed.
                                               Pg = (Qp-Qf)/Qp, where:
                                               Qp  =  quantity  of  potable  water
          Pg – loss of potable water
          in the public transport and   %      produced (entering the transport and   EFFICIENCY
                                               distribution system) in
          distribution  system  („un-
          billed water”)                       m3/year;
                                               Qf = quantity of potable water billed,
                                               in m3/year;
                                               Gsatisf = Nrecl/(Na+Nb+Nc), where
                                               Nrecl  =  total  number  of  complaints
                                               registered annually;
                                                numărul   total   de   reclamaţii
                                               înregistrate anual;
                                               Na = no. of inhabitants with access to
          Gsatisf   –   consumer   %           public  water  supply  system  through   QUALITY
          satisfaction                         common connecting pipe
                                               Nb = no. of inhabitants with access to
                                               public  water  supply  system  through
                                               individual connecting pipe;
                                               Nc = no. of inhabitants with access to
                                               public  water  supply  system  through
                                               street pumps
                                               Gcont = Nbc/Nb, where:
                                               Nbc  =  total  number  of  metered
          Gcont – meter level    %             connecting pipes;            EFFECTIVENESS
                                               Nb  =  total  number  of  connecting
                                               pipes.




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