fig8

Multi-dimensional dynamic simulation of rainstorm waterlogging in urban communities

Figure 8. Comparison of water depth distribution with different pump startup water depths: (A) water depth distribution of Scenario II (P = 5 a, H = 1.5 m); (B) water depth distribution of Scenario VI (P = 5 a, H = 2.0 m); (C) water depth distribution of Scenario X (P = 5 a,H = 2.5 m); (D) water depth distribution of Scenario IV (P = 20 a, H = 1.5 m); (E) water depth distribution of Scenario VIII (P = 20 a,H = 2.0 m); and (F) water depth distribution of Scenario XII (P = 20 a, H = 2.5 m).

Disaster Prevention and Resilience
ISSN 2832-4056 (Online)
Follow Us

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/