At IDNLearn.com, find answers to your most pressing questions from experts and enthusiasts alike. Get step-by-step guidance for all your technical questions from our dedicated community members.
Sagot :
Let's analyze the sustainability of each lake based on the recharges (inflows) and discharges (outflows) provided:
Lake A:
- Recharges:
- River 1: 6.0 m³/minute
- Precipitation: 2.4 m³/minute
- River 2: 2.1 m³/minute
- Total Recharges: [tex]\( 6.0 + 2.4 + 2.1 = 10.5 \)[/tex] m³/minute
- Discharges:
- Irrigation Canals: 5.1 m³/minute
- Evaporation: 4.0 m³/minute
- Total Discharges: [tex]\( 5.1 + 4.0 = 9.1 \)[/tex] m³/minute
- Net Inflow:
- [tex]\( 10.5 - 9.1 = 1.4 \)[/tex] m³/minute
Lake B:
- Recharges:
- River 1: 5.6 m³/minute
- Precipitation: 0.4 m³/minute
- River 2: 3.1 m³/minute
- Total Recharges: [tex]\( 5.6 + 0.4 + 3.1 = 9.1 \)[/tex] m³/minute
- Discharges:
- River 3: 4.3 m³/minute
- Irrigation Canals: 3.1 m³/minute
- Evaporation: 3.5 m³/minute
- Total Discharges: [tex]\( 4.3 + 3.1 + 3.5 = 10.9 \)[/tex] m³/minute
- Net Inflow:
- [tex]\( 9.1 - 10.9 = -1.8 \)[/tex] m³/minute
Lake C:
- Recharges:
- River 1: 2.6 m³/minute
- Precipitation: 3.0 m³/minute
- River 2: 1.2 m³/minute
- Total Recharges: [tex]\( 2.6 + 3.0 + 1.2 = 6.8 \)[/tex] m³/minute
- Discharges:
- Evaporation: 2.3 m³/minute
- Total Discharges: 2.3 m³/minute
- Net Inflow:
- [tex]\( 6.8 - 2.3 = 4.5 \)[/tex] m³/minute
Conclusion:
- Lake A has a positive net inflow of 1.4 m³/minute.
- Lake B has a negative net inflow of -1.8 m³/minute, indicating that the discharges exceed the recharges.
- Lake C has a positive net inflow of 4.5 m³/minute.
Since Lake B has a negative net inflow, it is not sustainable. The discharges (outflows) are greater than the recharges (inflows), which means the lake is losing more water than it is gaining over time.
Lake A:
- Recharges:
- River 1: 6.0 m³/minute
- Precipitation: 2.4 m³/minute
- River 2: 2.1 m³/minute
- Total Recharges: [tex]\( 6.0 + 2.4 + 2.1 = 10.5 \)[/tex] m³/minute
- Discharges:
- Irrigation Canals: 5.1 m³/minute
- Evaporation: 4.0 m³/minute
- Total Discharges: [tex]\( 5.1 + 4.0 = 9.1 \)[/tex] m³/minute
- Net Inflow:
- [tex]\( 10.5 - 9.1 = 1.4 \)[/tex] m³/minute
Lake B:
- Recharges:
- River 1: 5.6 m³/minute
- Precipitation: 0.4 m³/minute
- River 2: 3.1 m³/minute
- Total Recharges: [tex]\( 5.6 + 0.4 + 3.1 = 9.1 \)[/tex] m³/minute
- Discharges:
- River 3: 4.3 m³/minute
- Irrigation Canals: 3.1 m³/minute
- Evaporation: 3.5 m³/minute
- Total Discharges: [tex]\( 4.3 + 3.1 + 3.5 = 10.9 \)[/tex] m³/minute
- Net Inflow:
- [tex]\( 9.1 - 10.9 = -1.8 \)[/tex] m³/minute
Lake C:
- Recharges:
- River 1: 2.6 m³/minute
- Precipitation: 3.0 m³/minute
- River 2: 1.2 m³/minute
- Total Recharges: [tex]\( 2.6 + 3.0 + 1.2 = 6.8 \)[/tex] m³/minute
- Discharges:
- Evaporation: 2.3 m³/minute
- Total Discharges: 2.3 m³/minute
- Net Inflow:
- [tex]\( 6.8 - 2.3 = 4.5 \)[/tex] m³/minute
Conclusion:
- Lake A has a positive net inflow of 1.4 m³/minute.
- Lake B has a negative net inflow of -1.8 m³/minute, indicating that the discharges exceed the recharges.
- Lake C has a positive net inflow of 4.5 m³/minute.
Since Lake B has a negative net inflow, it is not sustainable. The discharges (outflows) are greater than the recharges (inflows), which means the lake is losing more water than it is gaining over time.
We appreciate your contributions to this forum. Don't forget to check back for the latest answers. Keep asking, answering, and sharing useful information. Your questions find clarity at IDNLearn.com. Thanks for stopping by, and come back for more dependable solutions.