Urban Waters in Belo Horizonte
9th WWW-Yes-Brazil 2009
Nilo Nascimento Belo Horizonte, 26 de outubro de 2009
Urban Waters in Belo Horizonte 9 th WWW-Yes-Brazil 2009 Nilo - - PowerPoint PPT Presentation
Urban Waters in Belo Horizonte 9 th WWW-Yes-Brazil 2009 Nilo Nascimento Belo Horizonte, 26 de outubro de 2009 Outline The water management in Belo Horizonte The SWITCH project in Belo Horizonte Conclusions Belo Horizonte Belo
Nilo Nascimento Belo Horizonte, 26 de outubro de 2009
according to rational (geometrical) principles
processes
the natural one
Belo Horizonte:
But, at the RMBH:
RMBH (-BH):
91.7% connected to the sewer
230 thousand people not connected Two WWTP (secondary treatment):
Total capacity: 4.0 m3/s
Treated wastewater: 40% vol. Lack of 50% of interceptor pipelines
Conventional and simplified
Focus on structural solutions 200 km of lined channels
Legend:
lined creeks natural creeks
Committee Instruments Government + Civil society Policy formulation Conflict resolution Policy assessment Technical staff Developing studies Setting up actions Using instruments Planning Regulating Charging Data base Executive
Committees Municipal councils
Urban policy Housing Environment Environmental sanitation Health Culture Education Transport
Municipal secretaries Executive
Environmental Sanitation Conference
Environmental sanitation plan Stormwater management plan Environmental sanitation fund Concession agreement for drinking water and wastewater Tariff and tax policies
Environmental Sanitation Council Municipal Secretary on Urban Policy
A comprehensive and well stated institutional
It takes into account different territorial and
The current participatory process contributes to:
Edital 5 Tema 4
Belo Horizonte, Brazil Tel Aviv, Israel Birmingham, UK Hamburg, Germany Lodz, Poland Zaragoza, Spain Accra, Ghana Beijing, China Alexandria, Egypt Chong Qing, China Cali Lima
Source control:
Extended detention ponds and constructed
be appropriate for use
Infiltration trench Detention trench
Map Contributing area
Contributing area Inlet structure
Rainfall (Tipping bucket rainfall sensors) Inflows (Parshall flume and water pressure
Soil moisture (gypsum blocks) Water levels at the detention and infiltration
Inflow measurement
Infiltration trench Detention trench
Automatic sampler: inflow Outflow water sampling
Flow attenuation Data
Infiltration trench Detention trench
Peak inflow (l/s) Peak
(l/s) Attenuation (%) Peak inflow (l/s) Peak
(l/s) Attenuation (%) 1/11/2008
19.4 12.5 35.6%
19.4 16.1 17.1% 7/11/2008 6.7 0.0 100% 5.3 4.1 21.5% 13/11/2008 6.9 0.0 100% 5.8 4.8 17.3% 17/11/2008 5.2 0.0 100%
4.6 4.3 6.8%
19/11/2008 11.6 0.0 100% 11.4 5.8 49.6% 28/11/2008 17.5 0.0 100% 18.7 7.7 58.6% 29/11/2008 25.1 0.0 100% 27.0 13.7 49.1% 22/12/2008 22.5 0.0 100%
24.4 10.5 57.2%
27/12/2008 24.0 0.0 100%
26.3 11.3 57.0%
3/1/2009 25.1 0.0 100%
27.3 12.5 54.3%
Event Rainfall Water quality previous dry weather period Duration volume/ area SS (inflow) SS (ourflow) efficiency (day) (min) (mm) (mg/l) (mg/l) 31/10/2008 12 30 19.8 847 308 64.0% 7/11/2008 1.5 420 18.6 327 256 22.0% 8/12/2008 9.0 90 13.6 881 702 20.0% 22/12/2008 01/02/2009 13/02/2009 3.0 4.0 0.5 30 15 360 4.8 4.2 62.6 771 770 936 529 183 766 31.0% 76.0% 18%
IN % of events with pollutant concentration above the norm OUT % of events with pollutant concentration above the norm Pollution abatement performance STD on abatement performance mg/L mg/L (%) (%) Cr 0.034 0% 0.029 0% 59.0% 26.5% Cu 0.087 100% 0.069 100% 43.6% 18.8% Pb 0.047 100% 0.017 0% 88.6% 9.4% Zn 0.394 100% 0.256 33% 52.1% 19.9% Ni 0.017 25% 0.015 0% 57.5% 12.2% Cd < D.L. < D.L. < D.L. < D.L. Mn 0.505 100% 0.304 100% 55.1% 22.7%
Monitoramento da qualidade da água
Q
Córrego Quaresma - Evento de 24/02/2008
0.00 0.50 1.00 1.50 2.00 2.50 3.00 09:00 11:00 13:00 15:00 17:00 19:00 21:00 tempo {h} Q (m3/s) 2000 4000 6000 8000 10000 12000 Turb (NTU) Q(m3/s) TURB (NTU)
Córrego Quaresma - Evento de 24/02/2008
0.00 0.50 1.00 1.50 2.00 2.50 3.00 00:00 10:00 11:00 12:0013:00 14:00 15:00 16:0017:00 18:00 19:00 20:00 tempo (h) Q (m3/s) 2 4 6 8 10 12 14 16 18 P (mm) P(mm) Q(m3/s)
the city
abatement