Evidence map›Paper›PMID 36851024›Full record

ArticleToxics2023

Research on the Optimal Regulation of Sudden Water Pollution.

Honglei Ren, Fei Lin, Yuezan Tao, Ting Wei, Bo Kang, Yucheng Li, Xian Li

Abstract read
In one paragraph

Article in Toxics, 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors.

Honglei RenCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.
Fei LinCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.ORCID 0000-0002-5832-1128
Yuezan TaoCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.
Ting WeiCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.ORCID 0000-0002-2210-4877
Bo KangSchool of Resources and Environmental Engineering, Hefei University of Technology, Hefei 230009, China.
Yucheng LiSchool of Resources and Environmental Engineering, Anhui University, Hefei 230601, China.
Xian LiCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.

Funding

Fundamental Research Funds for the Central Universities of China PA2021 KCPY0055National Key Research and Development Program of China 2018YFC1802700National Natural Science Foundation of China 42107082National Natural Science Foundation of China 42107162Natural Science Foundation of Anhui Province 1908085QD168Natural Science Foundation of Anhui Province 2108085QD166Open Research Fund Program of State Key Laboratory of Hydroscience and Engineering, Tsinghua University sklhse-2020-D-06
6 · The paper itself

Abstract

For the needs of the whole region's emergency regulation of the nullah sudden water pollution event, the emergency regulation strategy of the accident section and upstream and downstream of the sudden water pollution event is studied. For the accident section, the duration of the whole emergency event is calculated using the parameter quantification method; for the upstream of the accident section, the NSGA-II is used to adjust the gate opening to ensure the water level stability of the upstream pools; for the downstream section, the optimized partition method is used to identify the unfavorable pools and close the unfavorable pool to extend the water supply time. Based on the example of an emergency event in the section of the Liyanghe gate-Guyunhe gate of the middle line project, the research results are as follows: the accident section is identified as the Xiaohe gate-Hutuohe gate, the upstream of the accident section is the Liyanghe gate-Xiaohe gate, and the downstream of the accident section is the Hutuohe gate-Gangtou Tunnel gate. The duration of the emergency event in the accident section is 7.9 h; the maximum average water level deviation before the gate upstream of the accident section is 0.05 m; two unfavorable canal pools are identified in the stream of the accident section, and the water supply time of the unfavorable pools is extended by 6.13 and 5.61 d.

Indexed as

emergency regulationNSGA-IIoptimized partitionparameter quantification methodsudden water pollutionwater supplying time

Identifiers

PMID36851024
PMCPMC9963843

What OpenQuestion holds

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.