共查询到17条相似文献,搜索用时 93 毫秒
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选取浙江舟山近岸淤泥质泥沙为研究对象,采用规则波对淤泥质泥沙的起动进行水槽试验研究。结果表明,淤泥质泥沙具有薄层轻微悬扬、表层个体剥离、泥团卷起悬扬3种典型的起动状态,同一水深下的泥沙起动波高随波周期的增大而递减。以泥团卷起悬扬状态作为判断淤泥质泥沙起动的标准,佐藤公式、窦国仁公式计算的起动波高均与本文试验值总体上接近,可将两家公式计算结果的平均值用于淤泥质泥沙起动波高的估算。泥团卷起悬扬状态下过程最大含沙量往往在0.8~2.0 kg/m~3,过程最大含沙量随临界切应力增大而呈现明显的指数递增关系。研究成果便于深入了解淤泥质海岸地区泥沙在波浪环境下的水力特性,同时可为海岸泥沙数模计算及工程分析的参数选取提供参考。 相似文献
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连云港埒子口—灌河口海域为淤泥质向粉沙质海岸的过渡带,水沙运动复杂。在考虑淤泥质和粉沙质泥沙特性的基础上,构建泥沙数学模型,可以在一个模型内同时模拟两种不同性质泥沙运动,验证结果令人满意;同时,利用所建立的泥沙数学模型还可以计算悬沙的沉速场,据此分析埒子口—灌河口过渡带的泥沙运动特征和影响因素。 相似文献
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本文从沙波运行角度.由沙波运动尺度建立了推移质输沙率表达式,该式既能用于均匀沙又能用于非均匀沙的输沙率计算.并经一百余组实测资料的验证,结果表明,吻合良好. 相似文献
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本文扼要介绍了淤泥质海岸半封闭港池泥沙沙回淤特点及现有的计算方法。通过因次分析,探讨了计算半封闭港池平均回淤强度的一般形式,基于实验研究结果和若干现场观测资料,提出港内无浅滩和有浅滩两种情况下半封闭港池回淤强度计算关系式。计算结果与实际资料进行比较,两者在量级和趋上均较吻合。 相似文献
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非均匀沙推移质输沙率的研究 总被引:3,自引:3,他引:3
本文根据拜格诺水流功率理论,推求出均匀抄和非均匀抄推移质输沙率公式。其中均匀沙公式结构形式与恩格隆公式完全一致,非均匀沙输沙率考虑到粗、细沙的相互影响,用隐暴系数加以校正,隐暴系数可从清水冲刷水糟试验资料反求,结果与林泰造公式非常吻合。用隐暴系数对盖斯勒起动机率进行修正,可以获得非均匀沙粗化的极限级配及粒径计算公式。该级配的平均粒径可以用作非均匀沙起动的判别标准。文中用野外和水槽试验资料对上述公式进行了初步验证,结果均是良好的。 相似文献
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河床变形计算方法的若干改进 总被引:2,自引:2,他引:0
根据泥沙交换原理 ,对河床变形计算方法进行了若干改进。改进的内容包括 :冲刷条件下悬移质扩散方程的修正 ;非均匀沙水流挟沙能力的确定 ;推移质有效输沙率的确定以及时间和空间计算步长的确定原则等。 相似文献
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关于推移质不平衡输沙问题 总被引:2,自引:1,他引:1
本文考虑到悬移质、推移质和床沙的相互交换,从沙量守恒原理出发,获得出了推移质泥沙连续方程及河床变形方程.该方程表明,推移质河床变形不仅与推移质本身不平衡输沙有关,而且还与悬移质非饱和输沙有关,推移质河床变形实质就是全沙河床变形. 相似文献
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根据沙波床面底沙运动特点,引用二阶Stokes波浪理论,推导出波浪作用下沙波运行速度计算公式,并给出沙波床面上底沙输移的计算公式.公式计算结果与水槽试验结果吻合很好. 相似文献
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悬移质不平衡输沙水流挟沙能力 总被引:1,自引:0,他引:1
本文从悬移质挟沙能力的基本概念出发,推导出悬移质非均匀沙平衡输沙的挟沙能力及不平衡输沙的挟沙能力公式,这些公式进一步揭示了非均匀沙的输沙机理,全面地描述了各种河床组成在不同的来水来沙条件下的输沙规律,适用性广,计算简便。 相似文献
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M. Perez-Arlucea G. Mendez F. Clemente M. Nombela B. Rubio M. Filgueira 《Journal of Marine Systems》2005,54(1-4):209
The aim of this study is to provide a budget study with calculated erosion rates. Three methods have been used to calculate sediment yield and denudation rates in the Ria de Vigo: (1) measurements of sediment loads, (2) measurements of sediment accumulation rates at the coast, (3) theoretical calculations of potential denudation. Sediment loads and water discharge were measured over a period of 14 months from May 1997 to July 1998. Two of the tributaries entering the Ria de Vigo were monitored for 12 more months, from May 2000 to May 2001, to observe changes in discharge and sediment loads. This period corresponded with atypical precipitation, with peak monthly values (600 mm) three times higher than those on record.Water rating curves are typically exponential. Suspended and dissolved loads vary for different rivers, showing values of 1.5 to 130 mg/l during 1997/1998. For 2000/2001, these values are twice as high. Suspended load versus discharge relationships for 1997/1998 were logarithmic, but data from 2000/2001 does not fit the same equation. Dissolved loads are several times higher than suspended loads in almost all cases. Dissolved load concentrations vary more widely with discharge than suspended loads. This is probably due to local pollution and contamination from marine spray in areas closer to the sea.Second, erosion rates and bed load sediment yields were calculated from accumulation rates at the Ramallosa Complex. Well-preserved estuarine and tidal sediments, associated with the Minor River, have accumulated in this area during the Holocene. 14C ages allow calculation of sedimentation rates (SR) for two intervals. The lower interval extends from 2001 to 484 years BP and yields an SR of 1.12 mm/a. The upper interval extends from 484 years BP to the present and has an SR of 3.3–4.4 mm/a. These differences may be explained by basin dynamics as the beach progressively encloses the area and also by human interference. From sedimentary facies analysis it is concluded that 90% to 95% of the accumulated deposits were transferred to the basin as bed load. Muddy deposits (mostly marshes) are better developed at the upper part of the sediment pile, and inner areas, indicating a progressive shallowing and filling up of the basin. Most of suspended load is exported to the ria, whereas the Ramallosa Complex acts as a sediment sink for bed load derived material.Calculated potential erosion rates using Ahnert's [Am. J. Sci. 268 (1970) 243] equation show lower values than those estimated from river load concentrations. Potential erosion rates for the Minor River are higher than for the Lagares River which contrast with mechanical denudation rate values from river loads during 1997/1998 which are higher for the Lagares River. During 2000/2001 MDR values were higher than those of the potential erosion rates for both rivers, in line with the extremely high precipitation. Higher values in the Lagares could be in part due to human interference. 相似文献