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Projected water demand
Total projected water demand to 2029 is summarised in table 2.3 and further detailed in the financial
model. Estimated water demand for the year 2003 has been used as the baseline for the projections.
The water demand projections have been prepared on the following basis:
universal metering will be achieved by 2007;
continuity of supply (i.e. 24 hour service) will be achieved by 2007 for all towns.
in the long term, average domestic consumption will be no greater than 120 l/h/d (litres
per head per day), specifically
(a) where existing domestic consumption is less than 120 l/h/d, it has been
assumed to remain constant at existing levels until 2019 and then increase
linearly to reach 120 l/h/d by 2029;
(b) where existing domestic consumption is greater than 120 l/h/d, it has
been assumed that it will fall as a result of increased metering and tariff
increases to 120 l/h/d by 2007 and remain constant thereafter;
institutional consumption will remain constant in terms of equivalent litres per head day;
industrial and commercial consumption will remain constant in absolute terms with any
increase in water consumption as a result of increased industrial activity being offset by
further efficiency savings;
the use of private water sources by industry will remain as existing;
non-revenue water will decrease to approximately 20% of water into supply by the year
2022 as a result of the introduction of a pro-active leakage detection and management
programme and selective rehabilitation of the network. In towns where existing services
are discontinuous, some short term increase in non revenue water (specifically physical
losses) may be expected following the introduction of 24 hour services. In part this will be
offset by rehabilitation of the network;
service coverage will expand to approximately 100% of town by 2022.
Town Component
2003 2007 2029
Iernut Billed Water (m³/day) 784 833 1,426
NRW (m³/day) 279 252 364
Water Demand (m³/day) 1,062 1,085 1,789
Ludus Billed Water (m³/day) 2,141 2,191 2,710
NRW (m³/day) 1,055 906 691
Water Demand (m³/day) 3,196 3,097 3,401
Reghin Billed Water (m³/day) 6,501 7,139 11,479
NRW (m³/day) 8,170 4,706 2,863
Water Demand (m³/day) 14,671 11,845 14,342
Sighisoara Billed Water (m³/day) 6,788 6,933 7,891
NRW (m³/day) 3,979 2,418 1,968
Water Demand (m³/day) 10,767 9,351 9,859
Tarnaveni Billed Water (m³/day) 3,409 3,535 4,623
NRW (m³/day) 5,556 4,641 1,170
Water Demand (m³/day) 8,965 8,176 5,794
Gheorgheni Billed Water (m³/day) 3,007 3,133 5,137
NRW (m³/day) 5,796 4,125 1,281
Water Demand (m³/day) 8,804 7,258 6,418
Cristuru Secuiesc Billed Water (m³/day) 1,544 1,620 2,468
NRW (m³/day) 954 787 625
Water Demand (m³/day) 2,499 2,407 3,093
Toplita Billed Water (m³/day) 3,160 2,282 2,888
NRW (m³/day) 1,420 927 720
Water Demand (m³/day) 4,580 3,210 3,609
Water Demand (m³/day)
26.2% 23.2% 20.3%
33.0% 29.3% 20.3%
55.7% 39.7% 20.0%
37.0% 25.9% 20.0%
62.0% 56.8% 20.2%
65.8% 56.8% 20.0%
38.2% 32.7% 20.2%
31.0% 28.9% 20.0%
Project: SAMTID - Mures County
Town: Iernut
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 9,440 9,440 9,440 9,440 9,440 9,440 9,440
Inhabitants connected to water network pers 5,448 6,039 6,983 7,814 9,440 9,440 9,440
% 57.71% 63.98% 73.98% 82.77% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 6,884 6,884 6,884 6,884 6,884 6,884 6,884
Inhabitants connected pers 2,892 3,483 4,427 5,258 6,884 6,884 6,884
% 42.01% 50.60% 64.31% 76.37% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 83 83 83 83 94 120 120
Total water demand m3 / day 240 289 367 436 648 826 826
l/s 2.8 3.3 4.3 5.1 7.5 9.6 9.6
Blocks of flats
Total inhabitants pers 2,556 2,556 2,556 2,556 2,556 2,556 2,556
Inhabitants connected pers 2,556 2,556 2,556 2,556 2,556 2,556 2,556
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 98 98 98 98 105 120 120
Total water demand m3 / day 250 250 250 250 267 307 307
l/s 2.9 2.9 2.9 2.9 3.1 3.6 3.6
Total domestic water demand m3 / day 491 540 618 687 915 1,133 1,133
l/s 5.7 6.2 7.2 7.9 10.6 13.1 13.1
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 57 57 57 57 57 57 57
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 201 201 201 201 201 201 201
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 35 35 35 35 35 35 35
Total ICI water demand m3 / day 293 293 293 293 293 293 293
l/s 3.4 3.4 3.4 3.4 3.4 3.4 3.4
237738737.xls.ms_office - Iernut Pag. 4
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 784 833 911 980 1,208 1,426 1,426
(daily average flow Qav.d) l/s 9.1 9.6 10.5 11.3 14.0 16.5 16.5
Commercial and physical losses (Ks) % 22.35% 20.04% 18.82% 17.61% 17.00% 17.00% 17.00%
m3/day 226 209 211 209 247 292 292
Total water production (treated water demand) m3 / day 1,009 1,041 1,122 1,189 1,456 1,718 1,718
(daily average flow at injection point Qav.d1) l/s 11.7 12.1 13.0 13.8 16.8 19.9 19.9
Per capita production (indicative) l/day/capita 185.2 172.4 160.7 152.2 154.2 182.0 182.0
Treatment & system needs (2…8% production) (Kp) % 5.0% 4.0% 4.0% 4.0% 4.0% 4.0% 4.0%
m3/day 53 43 47 50 61 72 72
Raw water demand m3 / day 1,062 1,085 1,169 1,239 1,516 1,789 1,789
(daily average flow at source Qav.d2) l/s 12.3 12.6 13.5 14.3 17.5 20.7 20.7
Per capita raw water demand (indicative) l/day/capita 195.0 179.6 167.4 158.5 160.6 189.6 189.6
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 1,336 1,376 1,442 1,533 1,879 2,146 2,146
(intake, transmission, treatment, storage - Q1) m3/h 55.7 57.3 60.1 63.9 78.3 89.4 89.4
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 15.5 15.9 16.7 17.7 21.7 24.8 24.8
Per capita flow (indicative) l/day/capita 245.3 227.8 206.5 196.2 199.0 227.3 227.3
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 2,005 2,064 2,163 2,299 2,818 3,219 3,219
(distribution network - Q2.d) m3/h 83.5 86.0 90.1 95.8 117.4 134.1 134.1
Q2.d = Q1 x Ko l/s 23.2 23.9 25.0 26.6 32.6 37.3 37.3
Per capita flow (indicative) l/day/capita 368.0 341.8 309.8 294.3 298.5 341.0 341.0
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 176 181 190 202 247 282 282
Intangible water volume Vint = Vinc + Vcomp mc 290 295 304 316 361 396 396
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 1009 1041 1122 1189 1456 1718 1718
Existing storage in the system mc
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 1,439 1,481 1,550 1,645 2,009 2,289 2,289
Q2.v = a Qmax.h + external fire fighting flow m3/h 60.0 61.7 64.6 68.6 83.7 95.4 95.4
l/s 16.7 17.1 17.9 19.0 23.2 26.5 26.5
237738737.xls.ms_office - Iernut Pag. 5
Project: SAMTID - Mures County
Town: Ludus
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 17,407 17,407 17,407 17,407 17,407 17,407 17,407
Inhabitants connected to water network pers 14,880 15,412 15,816 16,228 17,407 17,407 17,407
% 85.48% 88.54% 90.86% 93.23% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 11,484 11,484 11,484 11,484 11,484 11,484 11,484
Inhabitants connected pers 8,957 9,489 9,893 10,305 11,484 11,484 11,484
% 78.00% 82.63% 86.15% 89.73% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 93 93 93 93 101 120 120
Total water demand m3 / day 833 882 920 958 1,161 1,378 1,378
l/s 9.6 10.2 10.6 11.1 13.4 16.0 16.0
Blocks of flats
Total inhabitants pers 5,923 5,923 5,923 5,923 5,923 5,923 5,923
Inhabitants connected pers 5,923 5,923 5,923 5,923 5,923 5,923 5,923
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 116 116 116 116 117 120 120
Total water demand m3 / day 687 687 687 687 694 711 711
l/s 8.0 8.0 8.0 8.0 8.0 8.2 8.2
Total domestic water demand m3 / day 1,520 1,570 1,607 1,645 1,855 2,089 2,089
l/s 17.6 18.2 18.6 19.0 21.5 24.2 24.2
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 87 223 223 223 223 223 223
Non-metered consumption invoiced m3/day 136 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 358 398 398 398 398 398 398
Non-metered consumption invoiced m3/day 40 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 0 0 0 0 0 0 0
Total ICI water demand m3 / day 621 621 621 621 621 621 621
l/s 7.2 7.2 7.2 7.2 7.2 7.2 7.2
237738737.xls.ms_office - Ludus Pag. 6
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 2,141 2,191 2,228 2,266 2,476 2,710 2,710
(daily average flow Qav.d) l/s 24.8 25.4 25.8 26.2 28.7 31.4 31.4
Commercial and physical losses (Ks) % 28.74% 26.31% 22.59% 18.86% 17.00% 17.00% 17.00%
m3/day 864 782 650 527 507 555 555
Total water production (treated water demand) m3 / day 3,005 2,973 2,878 2,793 2,983 3,265 3,265
(daily average flow at injection point Qav.d1) l/s 34.8 34.4 33.3 32.3 34.5 37.8 37.8
Per capita production (indicative) l/day/capita 201.9 192.9 182.0 172.1 171.4 187.6 187.6
Treatment & system needs (2…8% production) (Kp) % 6.0% 4.0% 4.0% 4.0% 4.0% 4.0% 4.0%
m3/day 192 124 120 116 124 136 136
Raw water demand m3 / day 3,196 3,097 2,998 2,910 3,108 3,401 3,401
(daily average flow at source Qav.d2) l/s 37.0 35.8 34.7 33.7 36.0 39.4 39.4
Per capita raw water demand (indicative) l/day/capita 214.8 200.9 189.6 179.3 178.5 195.4 195.4
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 3,946 3,863 3,667 3,590 3,851 4,078 4,078
(intake, transmission, treatment, storage - Q1) m3/h 164.4 161.0 152.8 149.6 160.4 169.9 169.9
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 45.7 44.7 42.4 41.5 44.6 47.2 47.2
Per capita flow (indicative) l/day/capita 265.2 250.7 231.8 221.2 221.2 234.3 234.3
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 5,919 5,795 5,500 5,384 5,776 6,118 6,118
(distribution network - Q2.d) m3/h 246.6 241.5 229.2 224.3 240.7 254.9 254.9
Q2.d = Q1 x Ko l/s 68.5 67.1 63.7 62.3 66.8 70.8 70.8
Per capita flow (indicative) l/day/capita 397.8 376.0 347.7 331.8 331.8 351.4 351.4
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 518 508 482 472 506 536 536
Intangible water volume Vint = Vinc + Vcomp mc 632 622 596 586 620 650 650
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 3005 2973 2878 2793 2983 3265 3265
Existing storage in the system mc
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 4,179 4,092 3,886 3,805 4,079 4,318 4,318
Q2.v = a Qmax.h + external fire fighting flow m3/h 174.1 170.5 161.9 158.5 170.0 179.9 179.9
l/s 48.4 47.4 45.0 44.0 47.2 50.0 50.0
237738737.xls.ms_office - Ludus Pag. 7
Project: SAMTID - Mures County
Town: Tarnaveni
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 26,654 26,654 26,654 26,654 26,654 26,654 26,654
Inhabitants connected to water network pers 18,461 19,675 21,612 23,316 26,654 26,654 26,654
% 69.26% 73.82% 81.08% 87.48% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 17,550 17,550 17,550 17,550 17,550 17,550 17,550
Inhabitants connected pers 9,357 10,571 12,508 14,212 17,550 17,550 17,550
% 53.32% 60.23% 71.27% 80.98% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 104 104 104 104 109 120 120
Total water demand m3 / day 973 1,099 1,301 1,478 1,909 2,106 2,106
l/s 11.3 12.7 15.1 17.1 22.1 24.4 24.4
Blocks of flats
Total inhabitants pers 9,104 9,104 9,104 9,104 9,104 9,104 9,104
Inhabitants connected pers 9,104 9,104 9,104 9,104 9,104 9,104 9,104
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 111 111 111 111 114 120 120
Total water demand m3 / day 1,011 1,011 1,011 1,011 1,035 1,092 1,092
l/s 11.7 11.7 11.7 11.7 12.0 12.6 12.6
Total domestic water demand m3 / day 1,984 2,110 2,311 2,489 2,945 3,198 3,198
l/s 23.0 24.4 26.8 28.8 34.1 37.0 37.0
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 291 291 291 291 291 291 291
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 1,059 1,059 1,059 1,059 1,059 1,059 1,059
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 75 75 75 75 75 75 75
Total ICI water demand m3 / day 1,425 1,425 1,425 1,425 1,425 1,425 1,425
l/s 16.5 16.5 16.5 16.5 16.5 16.5 16.5
237738737.xls.ms_office - Tarnaveni Pag. 8
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 3,409 3,535 3,736 3,914 4,370 4,623 4,623
(daily average flow Qav.d) l/s 39.5 40.9 43.2 45.3 50.6 53.5 53.5
Commercial and physical losses (Ks) % 59.55% 54.49% 39.09% 23.70% 16.00% 16.00% 16.00%
m3/day 5,018 4,232 2,398 1,215 832 881 881
Total water production (treated water demand) m3 / day 8,427 7,767 6,135 5,129 5,202 5,504 5,504
(daily average flow at injection point Qav.d1) l/s 97.5 89.9 71.0 59.4 60.2 63.7 63.7
Per capita production (indicative) l/day/capita 456.5 394.8 283.8 220.0 195.2 206.5 206.5
Treatment & system needs (2…8% production) (Kp) % 6.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0%
m3/day 538 409 323 270 274 290 290
Raw water demand m3 / day 8,965 8,176 6,457 5,399 5,476 5,794 5,794
(daily average flow at source Qav.d2) l/s 103.8 94.6 74.7 62.5 63.4 67.1 67.1
Per capita raw water demand (indicative) l/day/capita 485.6 415.5 298.8 231.6 205.4 217.4 217.4
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 10,158 9,413 7,578 6,573 6,787 6,950 6,950
(intake, transmission, treatment, storage - Q1) m3/h 423.2 392.2 315.8 273.9 282.8 289.6 289.6
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 117.6 108.9 87.7 76.1 78.5 80.4 80.4
Per capita flow (indicative) l/day/capita 550.2 478.4 350.7 281.9 254.6 260.7 260.7
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 15,237 14,120 9,202 7,694 7,803 8,256 8,256
(distribution network - Q2.d) m3/h 634.9 588.3 383.4 320.6 325.1 344.0 344.0
Q2.d = Q1 x Ko l/s 176.3 163.4 106.5 89.0 90.3 95.6 95.6
Per capita flow (indicative) l/day/capita 825.3 717.6 425.8 330.0 292.7 309.8 309.8
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 1334 1236 806 674 683 723 723
Intangible water volume Vint = Vinc + Vcomp mc 1448 1350 920 788 797 837 837
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 8427 7767 6135 5129 5202 5504 5504
Existing storage in the system mc 0 0 0 0 0
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 10,702 9,920 6,477 5,422 5,498 5,815 5,815
Q2.v = a Qmax.h + external fire fighting flow m3/h 445.9 413.3 269.9 225.9 229.1 242.3 242.3
l/s 123.9 114.8 75.0 62.7 63.6 67.3 67.3
237738737.xls.ms_office - Tarnaveni Pag. 9
Project: SAMTID - Mures County
Town: Reghin (inclusive neighbouring village systems)
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 36,539 41,039 45,539 53,039 60,539 68,039 68,039
Inhabitants connected to water network pers 29,277 35,858 44,185 49,950 60,539 68,039 68,039
% 80.13% 87.38% 97.03% 94.18% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 20,020 24,520 29,020 36,520 44,020 51,520 51,520
Inhabitants connected pers 12,758 19,339 27,666 33,431 44,020 51,520 51,520
% 63.73% 78.87% 95.34% 91.54% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 97 97 97 97 104 120 120
Total water demand m3 / day 1,238 1,876 2,684 3,243 4,574 6,182 6,182
l/s 14.3 21.7 31.1 37.5 52.9 71.6 71.6
Blocks of flats
Total inhabitants pers 16,519 16,519 16,519 16,519 16,519 16,519 16,519
Inhabitants connected pers 16,519 16,519 16,519 16,519 16,519 16,519 16,519
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 118 118 118 118 119 120 120
Total water demand m3 / day 1,949 1,949 1,949 1,949 1,959 1,982 1,982
l/s 22.6 22.6 22.6 22.6 22.7 22.9 22.9
Total domestic water demand m3 / day 3,187 3,825 4,633 5,192 6,533 8,165 8,165
l/s 36.9 44.3 53.6 60.1 75.6 94.5 94.5
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 677 677 677 677 677 677 677
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 2,381 2,381 2,381 2,381 2,381 2,381 2,381
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 256 256 256 256 256 256 256
Total ICI water demand m3 / day 3,314 3,314 3,314 3,314 3,314 3,314 3,314
l/s 38.4 38.4 38.4 38.4 38.4 38.4 38.4
237738737.xls.ms_office - Reghin Pag. 10
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 6,501 7,139 7,947 8,506 9,847 11,479 11,479
(daily average flow Qav.d) l/s 75.2 82.6 92.0 98.5 114.0 132.9 132.9
Commercial and physical losses (Ks) % 38.52% 34.49% 25.89% 17.30% 13.00% 13.00% 13.00%
m3/day 4,072 3,758 2,777 1,779 1,471 1,715 1,715
Total water production (treated water demand) m3 / day 10,573 10,898 10,724 10,285 11,319 13,194 13,194
(daily average flow at injection point Qav.d1) l/s 122.4 126.1 124.1 119.0 131.0 152.7 152.7
Per capita production (indicative) l/day/capita 361.2 303.9 242.7 205.9 187.0 193.9 193.9
Treatment & system needs (2…8% production) (Kp) % 27.9% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0%
m3/day 4,098 948 933 894 984 1,147 1,147
Raw water demand m3 / day 14,671 11,845 11,656 11,180 12,303 14,342 14,342
(daily average flow at source Qav.d2) l/s 169.8 137.1 134.9 129.4 142.4 166.0 166.0
Per capita raw water demand (indicative) l/day/capita 501.1 330.3 263.8 223.8 203.2 210.8 210.8
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 16,947 14,344 14,040 13,732 15,257 17,211 17,211
(intake, transmission, treatment, storage - Q1) m3/h 706.1 597.7 585.0 572.2 635.7 717.1 717.1
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 196.1 166.0 162.5 158.9 176.6 199.2 199.2
Per capita flow (indicative) l/day/capita 578.8 400.0 317.8 274.9 252.0 253.0 253.0
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 25,420 16,347 16,086 15,428 16,978 19,791 19,791
(distribution network - Q2.d) m3/h 1,059.2 681.1 670.2 642.8 707.4 824.6 824.6
Q2.d = Q1 x Ko l/s 294.2 189.2 186.2 178.6 196.5 229.1 229.1
Per capita flow (indicative) l/day/capita 868.2 455.9 364.0 308.9 280.4 290.9 290.9
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 2225 1431 1408 1350 1486 1732 1732
Intangible water volume Vint = Vinc + Vcomp mc 2339 1545 1522 1464 1600 1846 1846
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 10573 10898 10724 10285 11319 13194 13194
Existing storage in the system mc 0 0 0 0 0 0
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 17,830 11,479 11,296 10,836 11,920 13,890 13,890
Q2.v = a Qmax.h + external fire fighting flow m3/h 742.9 478.3 470.7 451.5 496.7 578.7 578.7
l/s 206.4 132.9 130.7 125.4 138.0 160.8 160.8
237738737.xls.ms_office - Reghin Pag. 11
Project: SAMTID - Mures County
Town: Sighisoara
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 37,699 37,699 37,699 37,699 37,699 37,699 37,699
Inhabitants connected to water network pers 31,388 32,717 33,815 34,754 37,699 37,699 37,699
% 83.26% 86.78% 89.70% 92.19% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 18,441 18,441 18,441 18,441 18,441 18,441 18,441
Inhabitants connected pers 12,130 13,459 14,557 15,496 18,441 18,441 18,441
% 65.78% 72.98% 78.94% 84.03% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 109 109 109 109 112 120 120
Total water demand m3 / day 1,322 1,467 1,587 1,689 2,071 2,213 2,213
l/s 15.3 17.0 18.4 19.5 24.0 25.6 25.6
Blocks of flats
Total inhabitants pers 19,258 19,258 19,258 19,258 19,258 19,258 19,258
Inhabitants connected pers 19,258 19,258 19,258 19,258 19,258 19,258 19,258
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 109 109 109 109 112 120 120
Total water demand m3 / day 2,099 2,099 2,099 2,099 2,163 2,311 2,311
l/s 24.3 24.3 24.3 24.3 25.0 26.7 26.7
Total domestic water demand m3 / day 3,421 3,566 3,686 3,788 4,234 4,524 4,524
l/s 39.6 41.3 42.7 43.8 49.0 52.4 52.4
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 548 548 548 548 548 548 548
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 2,706 2,819 2,819 2,819 2,819 2,819 2,819
Non-metered consumption invoiced m3/day 113 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 0 0 0 0 0 0 0
Total ICI water demand m3 / day 3,367 3,367 3,367 3,367 3,367 3,367 3,367
l/s 39.0 39.0 39.0 39.0 39.0 39.0 39.0
237738737.xls.ms_office - Sighisoara Pag. 12
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 6,788 6,933 7,053 7,155 7,601 7,891 7,891
(daily average flow Qav.d) l/s 78.6 80.2 81.6 82.8 88.0 91.3 91.3
Commercial and physical losses (Ks) % 21.97% 19.41% 16.85% 14.28% 13.00% 13.00% 13.00%
m3/day 1,912 1,670 1,429 1,192 1,136 1,179 1,179
Total water production (treated water demand) m3 / day 8,700 8,603 8,482 8,347 8,736 9,070 9,070
(daily average flow at injection point Qav.d1) l/s 100.7 99.6 98.2 96.6 101.1 105.0 105.0
Per capita production (indicative) l/day/capita 277.2 263.0 250.8 240.2 231.7 240.6 240.6
Treatment & system needs (2…8% production) (Kp) % 19.2% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0%
m3/day 2,067 748 738 726 760 789 789
Raw water demand m3 / day 10,767 9,351 9,219 9,073 9,496 9,859 9,859
(daily average flow at source Qav.d2) l/s 124.6 108.2 106.7 105.0 109.9 114.1 114.1
Per capita raw water demand (indicative) l/day/capita 343.0 285.8 272.6 261.1 251.9 261.5 261.5
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 13,143 11,778 11,335 11,220 11,776 11,831 11,831
(intake, transmission, treatment, storage - Q1) m3/h 547.6 490.7 472.3 467.5 490.7 493.0 493.0
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 152.1 136.3 131.2 129.9 136.3 136.9 136.9
Per capita flow (indicative) l/day/capita 418.7 360.0 335.2 322.8 312.4 313.8 313.8
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 19,715 12,905 12,723 12,521 13,104 13,605 13,605
(distribution network - Q2.d) m3/h 821.5 537.7 530.1 521.7 546.0 566.9 566.9
Q2.d = Q1 x Ko l/s 228.2 149.4 147.3 144.9 151.7 157.5 157.5
Per capita flow (indicative) l/day/capita 628.1 394.4 376.2 360.3 347.6 360.9 360.9
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 1726 1130 1114 1096 1147 1191 1191
Intangible water volume Vint = Vinc + Vcomp mc 1840 1244 1228 1210 1261 1305 1305
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 8700 8603 8482 8347 8736 9070 9070
Existing storage in the system mc 0 0 0 0 0 0
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 13,836 9,069 8,942 8,801 9,209 9,559 9,559
Q2.v = a Qmax.h + external fire fighting flow m3/h 576.5 377.9 372.6 366.7 383.7 398.3 398.3
l/s 160.1 105.0 103.5 101.9 106.6 110.6 110.6
237738737.xls.ms_office - Sighisoara Pag. 13
Project: SAMTID - Harghita County
Town: Cristuru Secuiesc
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 9,672 10,528 11,235 11,839 13,736 13,736 13,736
Inhabitants connected to water network pers 8,608 9,688 10,580 11,343 13,736 13,736 13,736
% 89.00% 92.02% 94.17% 95.81% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 5,322 6,178 6,885 7,489 9,386 9,386 9,386
Inhabitants connected pers 4,258 5,338 6,230 6,993 9,386 9,386 9,386
% 80.01% 86.40% 90.49% 93.37% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 70 70 70 70 85 120 120
Total water demand m3 / day 298 374 436 490 798 1,126 1,126
l/s 3.4 4.3 5.0 5.7 9.2 13.0 13.0
Blocks of flats
Total inhabitants pers 4,350 4,350 4,350 4,350 4,350 4,350 4,350
Inhabitants connected pers 4,350 4,350 4,350 4,350 4,350 4,350 4,350
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 98 98 98 98 105 120 120
Total water demand m3 / day 426 426 426 426 455 522 522
l/s 4.9 4.9 4.9 4.9 5.3 6.0 6.0
Total domestic water demand m3 / day 724 800 862 916 1,253 1,648 1,648
l/s 8.4 9.3 10.0 10.6 14.5 19.1 19.1
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 108 108 108 108 108 108 108
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 712 712 712 712 712 712 712
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 0 0 0 0 0 0 0
Total ICI water demand m3 / day 820 820 820 820 820 820 820
l/s 9.5 9.5 9.5 9.5 9.5 9.5 9.5
237738737.xls.ms_office - Cristuru S Pag. 14
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 1,544 1,620 1,682 1,736 2,073 2,468 2,468
(daily average flow Qav.d) l/s 17.9 18.7 19.5 20.1 24.0 28.6 28.6
Commercial and physical losses (Ks) % 38.07% 29.15% 23.89% 18.63% 16.00% 16.00% 16.00%
m3/day 949 667 528 397 395 470 470
Total water production (treated water demand) m3 / day 2,494 2,287 2,211 2,133 2,468 2,938 2,938
(daily average flow at injection point Qav.d1) l/s 28.9 26.5 25.6 24.7 28.6 34.0 34.0
Per capita production (indicative) l/day/capita 289.7 236.0 208.9 188.1 179.6 213.9 213.9
Treatment & system needs (2…8% production) (Kp) % 0.2% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0%
m3/day 5 120 116 112 130 155 155
Raw water demand m3 / day 2,499 2,407 2,327 2,246 2,598 3,093 3,093
(daily average flow at source Qav.d2) l/s 28.9 27.9 26.9 26.0 30.1 35.8 35.8
Per capita raw water demand (indicative) l/day/capita 290.3 248.5 219.9 198.0 189.1 225.2 225.2
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 3,039 2,974 2,832 2,766 3,219 3,710 3,710
(intake, transmission, treatment, storage - Q1) m3/h 126.6 123.9 118.0 115.3 134.1 154.6 154.6
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 35.2 34.4 32.8 32.0 37.3 42.9 42.9
Per capita flow (indicative) l/day/capita 353.1 307.0 267.6 243.9 234.4 270.1 270.1
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 3,740 3,430 3,316 3,200 3,701 4,408 4,408
(distribution network - Q2.d) m3/h 155.8 142.9 138.2 133.3 154.2 183.7 183.7
Q2.d = Q1 x Ko l/s 43.3 39.7 38.4 37.0 42.8 51.0 51.0
Per capita flow (indicative) l/day/capita 434.5 354.0 313.4 282.1 269.5 320.9 320.9
Storage volumes
Fire fighting: 2no external 10&15 l/s each, 3no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 279 279 279 279 279 279 279
Water demand during fire fighting (Vcomp) mc 328 301 291 280 324 386 386
Intangible water volume Vint = Vinc + Vcomp mc 607 580 570 559 603 665 665
Equivalent 12hrs reserve (indicative) = 12hrs x Qav.d1 mc 1247 1143 1105 1067 1234 1469 1469
Existing storage in the system mc 600 600 600 600 600 600 600
Required storage mc 1254 1123 1075 1026 1237 1534 1534
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 2,654 2,437 2,357 2,276 2,627 3,121 3,121
Q2.v = a Qmax.h + external fire fighting flow m3/h 110.6 101.5 98.2 94.8 109.5 130.1 130.1
l/s 30.7 28.2 27.3 26.3 30.4 36.1 36.1
237738737.xls.ms_office - Cristuru S Pag. 15
Project: SAMTID - Harghita County
Town: Gheorgheni
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 21,000 23,566 25,688 27,501 33,190 33,190 33,190
Inhabitants connected to water network pers 18,318 21,449 24,038 26,250 33,190 33,190 33,190
% 87.23% 91.02% 93.58% 95.45% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 11,939 14,505 16,627 18,440 24,129 24,129 24,129
Inhabitants connected pers 9,257 12,388 14,977 17,189 24,129 24,129 24,129
% 77.54% 85.40% 90.07% 93.21% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 72 72 72 72 86 120 120
Total water demand m3 / day 667 892 1,078 1,238 2,085 2,895 2,895
l/s 7.7 10.3 12.5 14.3 24.1 33.5 33.5
Blocks of flats
Total inhabitants pers 9,061 9,061 9,061 9,061 9,061 9,061 9,061
Inhabitants connected pers 9,061 9,061 9,061 9,061 9,061 9,061 9,061
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 131 120 120 120 120 120 120
Total water demand m3 / day 1,187 1,087 1,087 1,087 1,087 1,087 1,087
l/s 13.7 12.6 12.6 12.6 12.6 12.6 12.6
Total domestic water demand m3 / day 1,853 1,979 2,166 2,325 3,172 3,983 3,983
l/s 21.5 22.9 25.1 26.9 36.7 46.1 46.1
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 345 345 345 345 345 345 345
Non-metered consumption invoiced m3/day 0 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 684 807 807 807 807 807 807
Non-metered consumption invoiced m3/day 123 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 2 2 2 2 2 2 2
Total ICI water demand m3 / day 1,154 1,154 1,154 1,154 1,154 1,154 1,154
l/s 13.4 13.4 13.4 13.4 13.4 13.4 13.4
237738737.xls.ms_office - Gheorgheni Pag. 16
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 3,007 3,133 3,320 3,479 4,326 5,137 5,137
(daily average flow Qav.d) l/s 34.8 36.3 38.4 40.3 50.1 59.5 59.5
Commercial and physical losses (Ks) % 65.04% 53.08% 37.05% 21.02% 13.00% 13.00% 13.00%
m3/day 5,594 3,544 1,953 926 646 768 768
Total water production (treated water demand) m3 / day 8,602 6,677 5,273 4,405 4,972 5,904 5,904
(daily average flow at injection point Qav.d1) l/s 99.6 77.3 61.0 51.0 57.6 68.3 68.3
Per capita production (indicative) l/day/capita 469.6 311.3 219.4 167.8 149.8 177.9 177.9
Treatment & system needs (2…8% production) (Kp) % 2.3% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0%
m3/day 202 581 459 383 432 513 513
Raw water demand m3 / day 8,804 7,258 5,732 4,788 5,405 6,418 6,418
(daily average flow at source Qav.d2) l/s 101.9 84.0 66.3 55.4 62.6 74.3 74.3
Per capita raw water demand (indicative) l/day/capita 480.6 338.4 238.4 182.4 162.8 193.4 193.4
Design flows
Daily variation coefficient (Kzi) - 1.30 1.30 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 9,706 8,198 6,728 5,831 6,703 7,702 7,702
(intake, transmission, treatment, storage - Q1) m3/h 404.4 341.6 280.3 243.0 279.3 320.9 320.9
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 112.3 94.9 77.9 67.5 77.6 89.1 89.1
Per capita flow (indicative) l/day/capita 529.9 382.2 279.9 222.1 201.9 232.1 232.1
Hourly variation coefficient (Ko) - 1.30 1.30 1.30 1.30 1.30 1.30 1.30
Hourly maximum flow (Qmax.h) m3/day 11,183 8,681 6,855 5,726 6,464 7,676 7,676
(distribution network - Q2.d) m3/h 465.9 361.7 285.6 238.6 269.3 319.8 319.8
Q2.d = Q1 x Ko l/s 129.4 100.5 79.3 66.3 74.8 88.8 88.8
Per capita flow (indicative) l/day/capita 610.5 404.7 285.2 218.1 194.8 231.3 231.3
Storage volumes
Fire fighting: 2no external 20 l/s each, 3no internal 10 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 450 450 450 450 450 450 450
Water demand during fire fighting (Vcomp) mc 979 760 600 502 566 672 672
Intangible water volume Vint = Vinc + Vcomp mc 1429 1210 1050 952 1016 1122 1122
Equivalent 6hrs reserve (indicative) = 25% x Qav.d1 mc 2150 1669 1318 1101 1243 1476 1476
Existing storage in the system mc 3000 3000 3000 3000 3000 3000 3000
Required storage mc 579 -121 -632 -947 -741 -402 -402
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 7,864 6,112 4,835 4,044 4,561 5,409 5,409
Q2.v = a Qmax.h + external fire fighting flow m3/h 327.7 254.7 201.4 168.5 190.0 225.4 225.4
l/s 91.0 70.7 56.0 46.8 52.8 62.6 62.6
237738737.xls.ms_office - Gheorgheni Pag. 17
Project: SAMTID - Harghita County
Town: Toplita
Flows Summary
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Coverage
Total inhabitants pers 15,879 15,879 15,879 15,879 15,879 15,879 15,879
Inhabitants connected to water network pers 9,480 10,827 11,941 12,893 15,879 15,879 15,879
% 59.70% 68.19% 75.20% 81.19% 100.00% 100.00% 100.00%
Domestic Water Demand
Individual households
Total inhabitants pers 9,256 9,256 9,256 9,256 9,256 9,256 9,256
Inhabitants connected pers 2,857 4,204 5,318 6,270 9,256 9,256 9,256
% 30.87% 45.42% 57.46% 67.74% 100.00% 100.00% 100.00%
Per capita consumption l/day/capita 184 120 120 120 120 120 120
Total water demand m3 / day 526 504 638 752 1,111 1,111 1,111
l/s 6.1 5.8 7.4 8.7 12.9 12.9 12.9
Blocks of flats
Total inhabitants pers 6,623 6,623 6,623 6,623 6,623 6,623 6,623
Inhabitants connected pers 6,623 6,623 6,623 6,623 6,623 6,623 6,623
% 100% 100% 100% 100% 100% 100% 100%
Per capita consumption l/day/capita 249 120 120 120 120 120 120
Total water demand m3 / day 1,651 795 795 795 795 795 795
l/s 19.1 9.2 9.2 9.2 9.2 9.2 9.2
Total domestic water demand m3 / day 2,177 1,299 1,433 1,547 1,905 1,905 1,905
l/s 25.2 15.0 16.6 17.9 22.1 22.1 22.1
Institutional & Commercial Water Demand
Institutional (public)
Metered consumption invoiced m3/day 136 330 330 330 330 330 330
Non-metered consumption invoiced m3/day 194 0 0 0 0 0 0
Industrial & commercial
Metered consumption invoiced m3/day 179 653 653 653 653 653 653
Non-metered consumption invoiced m3/day 474 0 0 0 0 0 0
Metered consumption invoiced at special tariff m3/day 0 0 0 0 0 0 0
Bulk water sold
Bulk water sold m3/day 0 0 0 0 0 0 0
Total ICI water demand m3 / day 983 983 983 983 983 983 983
l/s 11.4 11.4 11.4 11.4 11.4 11.4 11.4
237738737.xls.ms_office - Toplita Pag. 18
CurrentDesign
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
Design
Horizon
2003 2007 2013 2019 2022 2029 2033
Water production
Total daily consumption (water demand) m3 / day 3,160 2,282 2,416 2,530 2,888 2,888 2,888
(daily average flow Qav.d) l/s 36.6 26.4 28.0 29.3 33.4 33.4 33.4
Commercial and physical losses (Ks) % 25.00% 22.71% 18.83% 14.94% 13.00% 13.00% 13.00%
m3/day 1,053 671 560 444 432 432 432
Total water production (treated water demand) m3 / day 4,213 2,953 2,976 2,975 3,320 3,320 3,320
(daily average flow at injection point Qav.d1) l/s 48.8 34.2 34.4 34.4 38.4 38.4 38.4
Per capita production (indicative) l/day/capita 444.4 272.7 249.2 230.7 209.1 209.1 209.1
Treatment & system needs (2…8% production) (Kp) % 8.0% 8.0% 8.0% 8.0% 8.0% 8.0% 8.0%
m3/day 366 257 259 259 289 289 289
Raw water demand m3 / day 4,580 3,210 3,235 3,233 3,609 3,609 3,609
(daily average flow at source Qav.d2) l/s 53.0 37.1 37.4 37.4 41.8 41.8 41.8
Per capita raw water demand (indicative) l/day/capita 483.1 296.4 270.9 250.8 227.3 227.3 227.3
Design flows
Daily variation coefficient (Kzi) - 1.35 1.35 1.30 1.30 1.30 1.25 1.25
Daily maximum flow (Qmax.d) m3/day 5,686 4,008 3,960 3,992 4,475 4,331 4,331
(intake, transmission, treatment, storage - Q1) m3/h 236.9 167.0 165.0 166.3 186.5 180.5 180.5
Q1 = Q max.d = (Kzi + Kp x Ks) x Qav.d l/s 65.8 46.4 45.8 46.2 51.8 50.1 50.1
Per capita flow (indicative) l/day/capita 599.8 370.2 331.6 309.7 281.8 272.7 272.7
Hourly variation coefficient (Ko) - 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Hourly maximum flow (Qmax.h) m3/day 6,320 4,429 4,464 4,462 4,980 4,980 4,980
(distribution network - Q2.d) m3/h 263.3 184.6 186.0 185.9 207.5 207.5 207.5
Q2.d = Q1 x Ko l/s 73.1 51.3 51.7 51.6 57.6 57.6 57.6
Per capita flow (indicative) l/day/capita 666.7 409.1 373.9 346.1 313.6 313.6 313.6
Storage volumes
Fire fighting: 1no external 10 l/s each, 2no internal 5 l/s each. Duration: external 3 hours, internal 10 min.
Fire fighting volume (Vinc) : mc 114 114 114 114 114 114 114
Water demand during fire fighting (Vcomp) mc 553 388 391 391 436 436 436
Intangible water volume Vint = Vinc + Vcomp mc 667 502 505 505 550 550 550
Equivalent 24hrs reserve (indicative) = 24hrs x Qav.d1 mc 4213 2953 2976 2975 3320 3320 3320
Existing storage in the system mc 3800 3800 3800 3800 3800 3800 3800
Required storage mc - - - - - - -
Demand diminishing coefficient (a) - 0.70 0.70 0.70 0.70 0.70 0.70 0.70
Network verification flow m3/day 4,460 3,136 3,161 3,159 3,522 3,522 3,522
Q2.v = a Qmax.h + external fire fighting flow m3/h 185.8 130.7 131.7 131.6 146.8 146.8 146.8
l/s 51.6 36.3 36.6 36.6 40.8 40.8 40.8
237738737.xls.ms_office - Toplita Pag. 19
