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Quantitative assessment of irrigation water and organic/inorganic amendment on biometric growth profiles of Abelmoschus esculentus and Solanum lycopersicum and their varieties 定量评估灌溉水和有机/无机添加剂对苘麻和茄属植物及其品种的生物生长曲线的影响
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-11 DOI: 10.2166/hydro.2024.394
Monika Mahajan, Rajeev Pratap Singh, Pankaj Kumar Gupta, Shreeshivadasan Chelliapan
In recent decades, the use of chemical fertilizers has been recklessly provoked to meet the increased food needs of the rapidly growing population. However, there is some disagreement about the use of chemical fertilizers in agriculture. Hence, the appropriate nitrogen, phosphate, and potassium ratios must be determined before their application in agricultural practices. This study explored at three distinct sources of nutrients to support healthy seed germination and reduce nutrient loss: chemical fertilizers, vermicompost, and nutrient-laden irrigation water supply. A sustainable, affordable, and green petri plate seed germination experiment was used to analyze the biometric growth patterns of two plant species (Abelmoschus esculentus and Solanum lycopersicum). To quantify the effects of different irrigation water sources (groundwater, river water), their combinations with chemical fertilizers and vermicompost (3 ton/ha), multivariate statistical methods such as correlation, principal component analysis, and deep neural networks were used. The purpose of this research was to find the optimal nutrient delivery technique for encouraging healthy plant growth while minimising the environmental stress of excessive nutrient application.
近几十年来,为了满足快速增长的人口对粮食的更多需求,人们不计后果地使用化肥。然而,人们对化肥在农业中的使用存在一些分歧。因此,在农业实践中施用化肥之前,必须确定适当的氮、磷、钾比例。本研究探讨了三种不同的养分来源,以支持种子健康发芽并减少养分流失:化肥、蛭肥和富含养分的灌溉水。该研究采用可持续、经济、绿色的培养皿种子萌发实验,分析了两种植物(Abelmoschus esculentus 和 Solanum lycopersicum)的生物计量生长模式。为了量化不同灌溉水源(地下水、河水)及其与化肥和蛭石堆肥(3 吨/公顷)组合的影响,使用了相关性、主成分分析和深度神经网络等多元统计方法。这项研究的目的是找到最佳的养分输送技术,以促进植物健康生长,同时最大限度地减少过量施用养分对环境造成的压力。
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引用次数: 0
Short-term water demand prediction based on decomposition technique optimization and a multihead attention mechanism 基于分解技术优化和多头关注机制的短期用水需求预测
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-11 DOI: 10.2166/hydro.2024.101
Haidong Huang, Meiqiong Wu
Short-term water demand prediction is crucial for real-time optimal scheduling and leakage control in water distribution systems. This paper proposes a new deep learning-based method for short-term water demand prediction. The proposed method consists of four main parts: the variational mode decomposition method, the golden jackal optimization algorithm, the multihead attention mechanism, and the bidirectional gated recurrent unit (BiGRU) model. Furthermore, a seq2seq strategy was adopted for multistep prediction to avoid the error accumulation problem. Hourly water demand data collected from a real-world water distribution system were applied to investigate the potential of the proposed method. The results show that the proposed method can yield remarkably accurate and stable forecasts in single-step prediction (i.e., the mean absolute percentage error (MAPE) reaches 0.45%, and the root mean squared error (RMSE) is 25 m3/h). Moreover, the proposed method still achieves credible performance in 24-step prediction (i.e., the MAPE reaches 2.12%, and the RMSE is 126 m3/h). In general, for both single-step prediction and multistep prediction, the proposed method consistently outperforms other BiGRU-based methods. These findings suggest that the proposed method can provide a reliable alternative for short-term water demand prediction.
短期用水需求预测对于配水系统的实时优化调度和渗漏控制至关重要。本文提出了一种基于深度学习的短期水需求预测新方法。该方法由四个主要部分组成:变模分解方法、金豺优化算法、多头关注机制和双向门控递归单元(BiGRU)模型。此外,还采用了 seq2seq 策略进行多步预测,以避免误差累积问题。应用从实际配水系统中收集到的每小时需水量数据,研究了所提方法的潜力。结果表明,所提出的方法在单步预测中可以获得非常准确和稳定的预测结果(即平均绝对百分比误差(MAPE)达到 0.45%,均方根误差(RMSE)为 25 m3/h)。此外,所提出的方法在 24 步预测中仍然取得了可信的性能(即 MAPE 达到 2.12%,均方根误差为 126 m3/h)。总体而言,无论是单步预测还是多步预测,所提出的方法始终优于其他基于 BiGRU 的方法。这些结果表明,所提出的方法可以为短期需水量预测提供一种可靠的替代方法。
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引用次数: 0
Benchmarking the performance and uncertainty of machine learning models in estimating scour depth at sluice outlets 对机器学习模型在估算水闸出口冲刷深度时的性能和不确定性进行基准测试
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-10 DOI: 10.2166/hydro.2024.297
Xuan-Hien Le, T. H. Le, H. V. Ho, G. Lee
This study investigates the performance of six machine learning (ML) models – Random Forest (RF), Adaptive Boosting (ADA), CatBoost (CAT), Support Vector Machine (SVM), Lasso Regression (LAS), and Artificial Neural Network (ANN) – against traditional empirical formulas for estimating maximum scour depth after sluice gates. Our findings indicate that ML models generally outperform empirical formulas, with correlation coefficients (CORR) ranging from 0.882 to 0.944 for ML models compared with 0.835–0.847 for empirical methods. Notably, ANN exhibited the highest performance, followed closely by CAT, with a CORR of 0.936. RF, ADA, and SVM performed competitive metrics around 0.928. Variable importance assessments highlighted the dimensionless densimetric Froude number (Fd) as significantly influential, particularly in RF, CAT, and LAS models. Furthermore, SHAP value analysis provided insights into each predictor's impact on model outputs. Uncertainty assessment through Monte Carlo (MC) and Bootstrap (BS) methods, with 1,000 iterations, indicated ML's capability to produce reliable uncertainty maps. ANN leads in performance with higher mean values and lower standard deviations, followed by CAT. MC results trend towards optimistic predictions compared with BS, as reflected in median values and interquartile ranges. This analysis underscores the efficacy of ML models in providing precise and reliable scour depth predictions.
本研究调查了六种机器学习(ML)模型--随机森林(RF)、自适应提升(ADA)、CatBoost(CAT)、支持向量机(SVM)、套索回归(LAS)和人工神经网络(ANN)--在估算水闸后最大冲刷深度时与传统经验公式的性能比较。我们的研究结果表明,ML 模型普遍优于经验公式,ML 模型的相关系数(CORR)为 0.882 至 0.944,而经验方法的相关系数(CORR)为 0.835 至 0.847。值得注意的是,ANN 的性能最高,CAT 紧随其后,CORR 为 0.936。RF、ADA 和 SVM 的性能指标在 0.928 左右,具有竞争力。变量重要性评估强调了无量纲密度测量的弗劳德数(Fd)的重要影响,尤其是在 RF、CAT 和 LAS 模型中。此外,SHAP 值分析有助于深入了解每个预测因子对模型输出的影响。通过蒙特卡罗(MC)和 Bootstrap(BS)方法(迭代 1,000 次)进行的不确定性评估表明,ML 有能力生成可靠的不确定性图。ANN 以较高的平均值和较低的标准偏差在性能方面遥遥领先,CAT 紧随其后。与 BS 相比,MC 结果趋于乐观预测,这反映在中值和四分位数间范围上。这项分析强调了 ML 模型在提供精确可靠的冲刷深度预测方面的功效。
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引用次数: 0
Optimizing pipeline systems with surge tanks using a dimensionless transient model 利用无量纲瞬态模型优化带防波堤的管道系统
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-07 DOI: 10.2166/hydro.2024.007
Sanghyun Kim
The design factor of surge tank installation is a practical issue in the management of pressurized pipeline systems. To determine the general criteria for surge tank design in pipeline systems, dimensionless governing equations for unsteady flow and their solutions were developed for two widely used pipeline systems equipped with surge tanks. One is the reservoir pipeline surge tank valve and the other is the pipeline system with a pumping station and check valve protected by the surge tank. Two distinct time-domain responses, point- and line-integrated pressure, can be used as objective functions to optimize the surge tank area. The developed formulations were integrated into a metaheuristic engine, particle swarm optimization, to explore a general solution for a wide range of dimensionless resistances that comprehensively address various flow features into one dimensionless parameter. Depending on the dimensionless location of the surge tank, the optimum dimensionless surge tank areas were delineated for a range of dimensionless resistances for the two pipeline systems with and without a pumping station protected by a surge tank.
在有压管道系统的管理中,防波堤安装的设计因素是一个实际问题。为了确定管线系统中防波堤设计的一般标准,针对两种广泛使用的配备防波堤的管线系统,建立了非稳态流的无量纲控制方程及其解法。一个是水库管道防波阀,另一个是带有泵站和防波阀的管道系统。点综合压力和线综合压力这两种不同的时域响应可用作优化缓冲罐面积的目标函数。所开发的公式被集成到元启发式引擎--粒子群优化中,以探索适用于各种无量纲阻力的通用解决方案,将各种流动特征综合为一个无量纲参数。根据涌流槽的无量纲位置,针对有涌流槽保护泵站和无涌流槽保护泵站的两个管道系统的一系列无量纲阻力,划定了最佳无量纲涌流槽区域。
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引用次数: 0
Experiments on flow velocity profiles in mountain river channels 山区河道流速剖面实验
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-06 DOI: 10.2166/hydro.2024.137
Jia Peng, Dong Chen, Shizhengxiong Liang, Rongcai Tang, Hong Hu, Hang Wang
Research on the vertical profiles of flow velocity in mountainous river channels is limited, particularly in scenarios where complex bed geometries are absent. Due to the coarse roughness and seepage flow on streambeds composed of gravel, the conventional formulae for flow velocity profiles derived from fluvial river channels do not apply to mountainous river channels. Based on flume experiments with a bed packed with natural gravel and a slope ranging from 0.006 to 0.16, we derived a theoretical formula for flow velocity profiles. This new formula integrates the influence of the subsurface flow and velocity reduction near the water surface, demonstrating a strong alignment with measurements. Our findings indicate that for shallow water flow over rough bed surfaces, the turbulence intensity diminishes along the vertical direction in the near-bed region while remaining relatively constant in the upper water body. Contrary to conventional theories which attribute the increase in flow resistance and the decrease in sediment transport rates in mountainous river channels to form drag, our study emphasizes that the subsurface flow plays a significant role in the overall flow resistance of mountainous river channels and should not be overlooked.
对山区河道流速垂直剖面的研究十分有限,尤其是在没有复杂河床几何形状的情况下。由于砾石构成的河床粗糙且存在渗流现象,从河道中得出的传统流速剖面公式不适用于山区河道。根据对天然砾石堆积、坡度为 0.006 至 0.16 的河床进行的水槽实验,我们得出了流速剖面的理论公式。这个新公式综合了地下流动和水面附近流速降低的影响,与测量结果非常吻合。我们的研究结果表明,对于粗糙床面的浅层水流,湍流强度在近床区域沿垂直方向减弱,而在上层水体则保持相对恒定。与将山区河道流动阻力的增加和泥沙输运率的降低归因于形式阻力的传统理论相反,我们的研究强调了地下流动在山区河道整体流动阻力中的重要作用,不应被忽视。
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引用次数: 0
Impact of the model structure and calibration strategy on baseflow modeling in the German low mountain range 模型结构和校准策略对德国低山岭基流模型的影响
IF 2.7 3区 工程技术 Q2 Engineering Pub Date : 2024-06-05 DOI: 10.2166/hydro.2024.077
M. Kissel, Michael Bach, Britta Schmalz
Baseflow is a vital component of the water balance. The fractured hard rock aquifers of the German low mountain range are in danger of increased water stress due to climate change because they react rapidly to deficits in precipitation and groundwater tables decline sharply. Therefore, simulation software must be able to model baseflow accurately. Three soil moisture simulation and two monthly factor-based baseflow models are evaluated using two calibration strategies. Models were calibrated to total flow (S1) or stepwise to baseflow and then total flow (S2). Results were not significantly different for total flow. Regarding baseflow, S2 proved significantly better with median values (S1 calibration, validation | S2 calibration, validation) of SSE (20.3, 20.3 | 13.5, 13.8), LnNSE (0.15, 0.17 | 0.47, 0.34), and PBIAS (27.8, 21.6 | 2.5, −0.8). Parallel linear reservoir proved best at modeling baseflow with a median SSE (S2: 6.1, 5.9), LnNSE (S2: 0.64, 0.71), and PBIAS (S2: 3.8, 3.8). The new modified monthly factor approach is a simple and robust alternative with SSE (13.0, 13.3), LnNSE (0.61, 0.61), and PBIAS (9.8, −8.6). The results are useful regarding selection of baseflow model structure and calibration strategy in low mountain ranges with fractured hard rock aquifers.
基流是水量平衡的重要组成部分。德国低山丘陵地区的断裂硬岩含水层对降水不足反应迅速,地下水位急剧下降,因此有可能因气候变化而加剧水资源紧张。因此,模拟软件必须能够准确模拟基流。采用两种校准策略对三种土壤水分模拟模型和两种基于月因子的基流模型进行了评估。模型校准为总流量(S1)或先校准为基流再校准为总流量(S2)。总流量的校核结果差异不大。在基流方面,S2 的中值(S1 校准、验证 | S2 校准、验证)SSE(20.3,20.3 | 13.5,13.8)、LnNSE(0.15,0.17 | 0.47,0.34)和 PBIAS(27.8,21.6 | 2.5,-0.8)明显更好。平行线性水库的基流建模效果最好,其中位数为 SSE(S2:6.1,5.9)、LnNSE(S2:0.64,0.71)和 PBIAS(S2:3.8,3.8)。新的修正月度因子法是一种简单而稳健的替代方法,其上限值(13.0,13.3)、LnNSE(0.61,0.61)和 PBIAS(9.8,-8.6)。这些结果有助于在有断裂硬岩含水层的低山岭地区选择基流模型结构和校准策略。
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引用次数: 0
Accelerating regional-scale groundwater flow simulations with a hybrid deep neural network model incorporating mixed input types: A case study of the northeast Qatar aquifer 利用混合输入类型的混合深度神经网络模型加速区域尺度地下水流模拟:卡塔尔东北部含水层案例研究
IF 2.7 3区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-06-01 DOI: 10.2166/hydro.2024.275
Ali Al-Maktoumi, Mohammad Mahdi Rajabi, Slim Zekri, Rajesh Govindan, Aref Panjehfouladgaran, Zahra Hajibagheri

This study presents the ‘Dual Path CNN-MLP’, a novel hybrid deep neural network (DNN) architecture that merges the strengths of convolutional neural networks (CNNs) and multilayer perceptrons (MLPs) for regional groundwater flow simulations. This model stands out from previous DNN approaches by managing mixed input types, including both imagery and numerical vectors. Such flexibility allows the diverse nature of groundwater data to be efficiently utilized without the need to convert it into a uniform format, which often leads to oversimplification or unnecessary expansion of the dataset. When applied to the northeast Qatar aquifer, the model demonstrates high accuracy in simulating transient groundwater flow fields, benchmarked against the well-established MODFLOW model. The model's efficacy is confirmed through k-fold cross-validation, showing an error margin of less than 12% across all examined locations. The study also examines the model's ability to perform uncertainty analysis using Monte Carlo simulations, finding that it achieves around 1% average absolute percentage error in estimating the mean hydraulic head. Errors are mostly found in areas with significant variations in the hydraulic head. Switching to this machine learning model from the conventional MODFLOW simulator boosts computational efficiency by about 99%, showcasing its advantage for tasks like uncertainty analysis in repetitive groundwater simulations.

本研究介绍了 "双路径 CNN-MLP",这是一种新型混合深度神经网络(DNN)架构,它融合了卷积神经网络(CNN)和多层感知器(MLP)的优势,可用于区域地下水流模拟。与以往的 DNN 方法相比,该模型可管理混合输入类型,包括图像和数字向量。这种灵活性使地下水数据的多样性得到有效利用,而无需将其转换为统一格式,因为统一格式往往会导致数据集的过度简化或不必要的扩展。在应用于卡塔尔东北部含水层时,该模型以成熟的 MODFLOW 模型为基准,在模拟瞬态地下水流场方面表现出很高的准确性。该模型的有效性通过 k 倍交叉验证得到了证实,在所有考察地点的误差率均小于 12%。研究还利用蒙特卡罗模拟对模型进行了不确定性分析,发现该模型在估算平均水头时平均绝对误差约为 1%。误差主要出现在水头变化较大的区域。从传统的 MODFLOW 模拟器切换到该机器学习模型后,计算效率提高了约 99%,显示了它在重复性地下水模拟中进行不确定性分析等任务时的优势。
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引用次数: 0
A parallel multi-objective optimization based on adaptive surrogate model for combined operation of multiple hydraulic facilities in water diversion project 基于自适应代用模型的并行多目标优化,用于引水工程中多个水利设施的联合运行
IF 2.7 3区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-06-01 DOI: 10.2166/hydro.2024.285
Xiaolian Liu, Zirong Liu, Xiaopeng Hou, Yu Tian, Xueni Wang, Leike Zhang, Hao Wang
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In a complex pressurized water diversion project (WDP), the combined optimal operation of multiple hydraulic facilities is computationally expensive owing to the requirement of massive mathematical simulation model runs. A parallel multi-objective optimization based on adaptive surrogate model (PMO-ASMO) was proposed in this study to alleviate the computational burden while maintaining its effectiveness. At the simulation level, an adaptive surrogate model was established, while a paralle

查看 largeDownload 幻灯片查看 largeDownload 幻灯片 关闭模态在复杂的加压引水工程(WDP)中,由于需要运行大量数学模拟模型,因此多个水利设施的联合优化运行计算成本高昂。本研究提出了一种基于自适应代理模型的并行多目标优化方法(PMO-ASMO),以减轻计算负担,同时保持其有效性。在仿真层面,建立了自适应代用模型,而在优化层面则采用了并行非支配排序遗传算法 II(PNSGA-II)。以水泵连续停机为运行过程,将 PMO-ASMO 应用于中国胶东水电厂的一个复杂带压引水段,并将其结果与 NSGA-II 和 PNSGA-II 的结果进行了比较。结果表明,在 10 核并行的情况下,PMO-ASMO 的耗时仅为 NSGA-II 的 9.97%,与 PNSGA-II 的耗时相当。此外,与 PNSGA-II 相比,PMO-ASMO 可以在相同甚至更少的仿真模型运行次数下找到最优和稳定的帕累托前沿。这些结果验证了 PMO-ASMO 的有效性和效率。因此,所提出的基于多目标优化的框架可以有效地实现多个水利设施的联合优化运行。
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引用次数: 0
A genetic algorithm's novel rainfall distribution method for optimized hydrological modeling at basin scales 用于流域尺度水文模型优化的遗传算法新型降雨分布方法
IF 2.7 3区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-06-01 DOI: 10.2166/hydro.2024.224
Charalampos Skoulikaris, Nikolaos Nagkoulis
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Rainfall has a dominant role in rainfall-runoff models, with the rendering of these models depending on the data accuracy and on the way that rainfall is spatially allocated. The research proposes a methodological framework where a genetic algorithm (GA)-based method responsible for the spatial distribution of gauge observations at the basin scale is coupled with the HEC-HMS hydrological model to produce simulated discharges of high accuracy. The custom-developed GA is used to divide a 2D

查看大尺寸下 载幻灯片查看大尺寸下 载幻灯片 关闭模态降雨在降雨-径流模型中起着主导作用,这些模型的效果取决于数据精度和降雨的空间分配方式。本研究提出了一种方法框架,即基于遗传算法(GA)的方法与 HEC-HMS 水文模型相结合,生成高精度的模拟排水量。定制开发的遗传算法用于按照特定标准将二维空间划分为多边形几何图形,这些几何图形代表测量影响区,与 Thiessen 多边形方法的概念类似。生成的矢量多边形区域集合在数量上等同于所采用的监测站,其区域权重将用于分配案例研究流域的降雨量,并随后强制进行水文模拟。生成的测站权重在不同时间的降水事件中得到验证。通过一系列统计指标得出的最终结果清楚地表明了特定方法的有效性(例如,R2 和 Nash-Sutcliffe 分别大于 0.83 和 0.73)。该方法可以促进精确的水文模拟,尤其是在雨量站和相应观测数据数量有限的情况下。
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引用次数: 0
Advancing rapid urban flood prediction: a spatiotemporal deep learning approach with uneven rainfall and attention mechanism 推进城市洪水快速预测:具有不均匀降雨和关注机制的时空深度学习方法
IF 2.7 3区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-06-01 DOI: 10.2166/hydro.2024.024
Yu Shao, Jiarui Chen, Tuqiao Zhang, Tingchao Yu, Shipeng Chu
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Urban floods pose a significant threat to human communities, making its prediction essential for comprehensive flood risk assessment and the formulation of effective resource allocation strategies. Data-driven deep learning approaches have gained traction in urban emergency flood prediction, addressing the efficiency constraints of physical models. However, the spatial structure of rainfall, which has a profound influence on urban flooding, is often overlooked in many deep learning invest

查看大尺寸下载幻灯片查看大尺寸下载幻灯片 关闭模态城市洪水对人类社区构成重大威胁,因此预测洪水对全面评估洪水风险和制定有效的资源分配策略至关重要。数据驱动的深度学习方法解决了物理模型的效率限制,在城市紧急洪水预测中获得了广泛关注。然而,对城市洪水有着深远影响的降雨空间结构在许多深度学习研究中往往被忽视。在本研究中,我们引入了一种名为 CRU-Net 的新型深度学习模型,该模型配备了注意力机制,可根据时空降雨模式预测城市地形的淹没深度。该方法利用与城市内涝高度相关的八个地形参数,结合空间降雨数据作为模型的输入。所开发的 CRU-Net 与其他两个深度学习模型(U-Net 和 ResU-Net)之间的比较评估显示,CRU-Net 能够很好地解释降雨的时空特征,并准确估计洪水深度,强调深度淹没和易受洪水影响的区域。该模型的均方根误差为 0.054 米,纳什-苏特克利夫效率为 0.975,证明了其卓越的准确性。CRU-Net 还能准确预测 80% 以上水深超过 0.3 米的淹没地点。值得注意的是,CRU-Net 能在 2.9 秒内对 300 万个网格进行预测,充分展示了其高效性。
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引用次数: 0
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Journal of Hydroinformatics
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