2022
DOI: 10.1016/j.cscm.2022.e01236
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Influence assessment of new Inner Tube Porous Brick with absorbent concrete on urban floods control

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Cited by 20 publications
(15 citation statements)
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“…The main reason was that the Sichuan and Chongqing regions experienced a severe 100-year drought in the summer of 2006, the precipitation decreased, and the total amount of water resources was insufficient, resulting in insufficient soil water content and inactive vegetation growth after evaporation and infiltration of surface water on the ground. The NDVI value in the growing season of that year was significantly low [42,43]. From 2007 to 2008, the vegetation condition gradually recovered, and the annual average NDVI values showed an upwards trend.…”
Section: Pls-sem For Ndvi Changesmentioning
confidence: 93%
“…The main reason was that the Sichuan and Chongqing regions experienced a severe 100-year drought in the summer of 2006, the precipitation decreased, and the total amount of water resources was insufficient, resulting in insufficient soil water content and inactive vegetation growth after evaporation and infiltration of surface water on the ground. The NDVI value in the growing season of that year was significantly low [42,43]. From 2007 to 2008, the vegetation condition gradually recovered, and the annual average NDVI values showed an upwards trend.…”
Section: Pls-sem For Ndvi Changesmentioning
confidence: 93%
“…In future studies, we can use additional hydrological models, including the Lumped Zhang model [36] and the soil and water assessment tool (SWAT) model [74] for comparative studies. Meanwhile, we will use meteorological data with finer spatial resolution and greater accuracy to model water yield [75][76][77][78] and more detailed socio-economic data and landscape characteristics to gain a much broad knowledge of the drivers of WYs in different climatic zones. In addition, multiple validation of linear and non-linear relationships of WYs influences (such as considering both geographic probes and automatic linear modelling (ALM) [13]) to explore synergistic and trade-off effects of natural-social factors would be an important research direction.…”
Section: Limitations and Future Work Directionsmentioning
confidence: 99%
“…The one-dimension or two-dimension hydrodynamical models can simulate flood depth, duration and associated hazards in urban areas as well as the benefits of green infrastructure [38]. SWMM, a typical one-dimensional urban hydrological model, can efficiently simulate the runoff generation and pipe flow processes, demonstrating good performance in urban areas [39,40]. The MIKE-Urban can model one-dimensional water movement in the pipeline network, while the MIKE-Flood is able to simulate the surface water distribution by solving a two-dimensional shallow water equation [41,42].…”
Section: Introductionmentioning
confidence: 99%