scholarly journals Robust Yellow River Delta Flood Management under Uncertainty

Water ◽  
2021 ◽  
Vol 13 (16) ◽  
pp. 2226
Author(s):  
Liang Chen ◽  
Benjamin F. Hobbs

A number of principles for evaluating water resources decisions under deep long-run uncertainty have been proposed in the literature. In this paper, we evaluate the usefulness of three widely recommended principles in the context of delta water and sedimentation management: scenario-based uncertainty definition, robustness rather than optimality as a performance measure, and modeling of adaptability, which is the flexibility to change system design or operations as conditions change in the future. This evaluation takes place in the context of an important real-world problem: flood control in the Yellow River Delta. The results give insight both on the physical function of the river system and on the effect of various approaches to modeling risk attitudes and adaptation on the long-term performance of the system. We find that the optimal decisions found under different scenarios differ significantly, while those resulting from using minimal expected cost and minmax regret metrics are similar. The results also show that adaptive multi-stage optimization has a lower expected cost than a static approach in which decisions over the entire time horizon are specified; more surprisingly, recognizing the ability to adapt means that larger, rather than smaller, first-stage investments become optimal. When faced with deep uncertainty in water resources planning, this case study demonstrates that considering scenarios, robustness, and adaptability can significantly improve decisions.

2013 ◽  
Vol 652-654 ◽  
pp. 1710-1716 ◽  
Author(s):  
Wei Wang ◽  
Yong Jun Feng ◽  
Wei Feng Chen ◽  
Fu Lin Li

It is very important that drawing up a reasonable developing and utilizing plan for water resources and ensuring the sustainable supply of water resources to the socioeconomic development of an area. So that, how to analyze and evaluate water resources carrying capacity is the key issue. In this paper, we proposed an evaluation method for water resources carrying capacity in Yellow River Delta based on projection pursuit evaluation model and particle swarm optimization. First, we regarded economy, social development, ecological environment and water resources as a compound system and established an index system including eighteen indices. Second, we chose the data in 2010 and evaluated water resources carrying capacity in Yellow River Delta utilizing projection pursuit evaluation model and particle swarm optimization. Finally, based on the evaluation above, we can draw a conclude for several areas in Yellow River Delta. The water resources carrying capacity of Dongying district and Kenli County is better and is at level II, and water resources are in week stress-free state. And that the one of Hekou district, Lijin County and Guangrao County is medium and level III, and the development of water resources and social economy is in coordination state.


2014 ◽  
Vol 700 ◽  
pp. 501-505 ◽  
Author(s):  
Yu Zhi Shi ◽  
Fu Lin Li ◽  
Ming Yuan Fan ◽  
Hai Jiao Liu ◽  
Xiao Feng Yang

The Yellow River delta is the Lord area of national high efficient ecological-economic region and Shandong peninsula blue economic region, and it has an important strategic status. This paper integrates variable fuzzy set theory with geographic information technology (GIS) to construct the vulnerability evaluation model of Yellow River delta water resources. First, The study area is partitioned into different evaluation zones (sub-area) based on the spatial recognition technology of GIS; Second, the evaluation index system is formulated in terms of the two aspects of water resources vulnerability, natural and human factors; Finally, city of Dongying is selected as study area, which accounts for 93% of the Yellow River delta, to verify the proposed model. The results indicate that the water resources vulnerability of the Yellow River delta greatly changes in space, the region of coastal, Xiaoqing river and Zhimai river shows high vulnerability, while the region along the Yellow River has low vulnerability. In conclusion, the proposed model can effectively identify water resource vulnerability in space.


2009 ◽  
Vol 17 (6) ◽  
pp. 1132-1136
Author(s):  
Qing-Mei LI ◽  
Long-Yu HOU ◽  
Yan LIU ◽  
Feng-Yun MA

2013 ◽  
Vol 37 (6) ◽  
pp. 503-516 ◽  
Author(s):  
Li-Qiong YANG ◽  
Guang-Xuan HAN ◽  
Jun-Bao YU ◽  
Li-Xin WU ◽  
Min ZHU ◽  
...  

2021 ◽  
Vol 9 (3) ◽  
pp. 270
Author(s):  
Meiyun Tang ◽  
Yonggang Jia ◽  
Shaotong Zhang ◽  
Chenxi Wang ◽  
Hanlu Liu

The silty seabed in the Yellow River Delta (YRD) is exposed to deposition, liquefaction, and reconsolidation repeatedly, during which seepage flows are crucial to the seabed strength. In extreme cases, seepage flows could cause seepage failure (SF) in the seabed, endangering the offshore structures. A critical condition exists for the occurrence of SF, i.e., the critical hydraulic gradient (icr). Compared with cohesionless sands, the icr of cohesive sediments is more complex, and no universal evaluation theory is available yet. The present work first improved a self-designed annular flume to avoid SF along the sidewall, then simulated the SF process of the seabed with different consolidation times in order to explore the icr of newly deposited silty seabed in the YRD. It is found that the theoretical formula for icr of cohesionless soil grossly underestimated the icr of cohesive soil. The icr range of silty seabed in the YRD was 8–16, which was significantly affected by the cohesion and was inversely proportional to the seabed fluidization degree. SF could “pump” the sediments vertically from the interior of the seabed with a contribution to sediment resuspension of up to 93.2–96.8%. The higher the consolidation degree, the smaller the contribution will be.


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