| Acre (IMAC, 2010) |
Water balance.
Reference flow rate calculations are obtained by using historical series.
Maximum allowable flow rate in the course of interest.
|
| Alagoas (SEMARH, 2001) |
Guaranteed regulated annual discharge of 90%.
The sum of the volumes of water granted in a basin cannot exceed nine-tenths of the annual regulated flow.
|
| Amapá (IMAP, 2017) |
Local water balance.
Calculation of reference flows.
Maximum flow needed in the river area of interest.
|
| Amazonas (IPAAM, 2016) |
Guaranteed flow rate of 95% by volume, either equal to or higher.
When there is a lack of information, the lowest local measured flow in the dry season is adopted. Outside the dry season a reduction coefficient is used.
The sum of the maximum flows cannot exceed 75% of the 95% guaranteed reference flow rate.
|
| Bahia (INEMA, 2014) |
Sum of maximum flows may not exceed 80% of the 90% of the guaranteed reference flow rate.
Individual usage may not exceed 20% of the 90% of the guaranteed reference flow rate.
|
| Distrito Federal (ADASA, 2001) |
Depending on the region, Q7,10 or Q90 is adopted, and the sum of the flows cannot exceed 80% of the guaranteed flows. |
| Espírito Santo (AGERH, 2005) |
Reference flow rate should be less than, or equal to Q7,10, and cannot exceed the watercourse's dry period flow rate. |
| Goiás (SECIMA, 2005) |
The sum of the flows cannot exceed 70% of the guaranteed reference flow rate of 90%. Conservative methodologies of 50% of the reference flow rate are admitted. |
| Maranhão (SEMA, 2011) |
Downstream flow from bypasses may not exceed 80% of the 90% of the guaranteed reference flow rate. |
| Mato Grosso (SEMA, 2007) |
The sum of the maximum flows cannot exceed the 95% of the guaranteed reference flow rate. |
| Mato grosso do Sul (IMASUL, 2014) |
Maximum allowed flow rate at 70% of the reference flow, with 95% guaranteed.
Individual usage cannot exceed 20% of the 95% of the guaranteed reference flow rate.
|
| Minas Gerais (IGAM, 2001) |
Maximum flow rate of 30% of the reference flow rate Q7,10 of the watercourse.
Maximum limit of 70% of the reference Q7,10, when reservoirs are used.
|
| Pará (CERH, 2010) |
The sum of flows is limited to 70% of the reference flow rate, with 95% guaranteed.
The sum of unavailable flows is limited to 30% of the reference flow rate, with 95% guaranteed.
The maximum limit for capturing by reservoirs is 100% of the regularized flow, with 95% guaranteed, as long as 70% is guaranteed downstream.
The maximum limit for individual withdrawal is 20% of the reference flow rate with 95% guaranteed.
The maximum limit for unavailable flow is 10% of the 95% guaranteed flow.
|
| Paraíba (AESA, 1997) |
The sum of the volumes may not exceed 9/10 of the annual regulated flow, with 90% guaranteed. In lakes or ponds, the limit is reduced by 1/3. |
| Paraná (AGUASPARANÁ, 2001) |
Flows should correspond to the assured energy.
Maximum swallowing flow rate.
Guaranteed downstream flows.
Design flows.
|
| Pernambuco (APAC, 1998) |
The allowed flow cannot exceed 90% of the reference flow, with 90% guaranteed. |
| Piauí (SEMAR, 2004) |
Flow for rivers with average monthly flow with 95% guaranteed, and reservoirs with 90% guaranteed.
For derivations and surface water withdrawal, an ecological flow rate of 20% of the reference flow rate was determined.
Maximum allocation of 80% of the 95% guaranteed flow rate for rivers, and 80% of the 90% of the guaranteed flow rate for reservoirs.
|
| Rio de Janeiro (INEA, 2007) |
Minimum environmental flow of 50% of Q7,10, of the selected watercourse. |
| Rio Grande do Sul (FEPAM, 1996) |
Maximum allowed flow of 70%, of the reference flow with 90% guaranteed. |
| Rio Grande do Norte (IGARN, 1997) |
Grantable flow rate between 80% and 95% of the reference flow rate, with 90% guaranteed. |
| Rondônia (SEDAM, 2004) |
Allocable flow rate of 70% of Q7,10, of the chosen watercourse. |
| Roraima (FEMARH, 2007) |
Flows measured in months of the dry period of the state. Studies, that include accepted users downstream of the capture point, or where there was no conflict of use.
Q7,10, Q90, or QL, can be used as the reference flow rate.
|
| Santa Catarina (SDS, 2006) |
Grantable flow rate of 50% of the reference flow rate, with 98% guaranteed, considering a technical reserve of 10% of the reference flow rate, with 98% guaranteed. |
| São Paulo (DAEE, 2005) |
Maximum allowed flow of 50% of Q7,10 of the chosen watercourse, limited to 20% of Q7,10, for individual uses. |
| Sergipe (SEMARH, 1999) |
Maximum authorized flow rate between 85% and 95% guaranteed. Individual usage is limited to 30% of the adopted reference flow rate. |
| Tocantins (NATURATINS, 2005) |
A maximum grantable flow rate on-stream of 75% of the reference flow rate, with 90% guaranteed.
Maximum flow rate authorized with a reservoir of up to 90% of the reference flow rate, with 90% guaranteed.
Individual usage limits at 25% of the reference flow rate, with 90% guaranteed.
|