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1.
山东半岛沿岸的大振幅假潮   总被引:6,自引:0,他引:6  
根据山东半岛沿岸12个验潮站的水位资料曲线,摘取了各站的假潮参数,并对该区域沿岸大振幅假潮变化做了统计分析,给出了假潮的基本特征-发生频率,月出现率,振动周期,延时和峰值出现的时刻,分析了假潮周期的谱型,最后还讨论了大振幅假潮形成的初步原因。  相似文献   

2.
山东半岛两港湾假潮的基本特征   总被引:2,自引:0,他引:2  
本文根据1970~1996年某验潮站(1)和1964~1995年某验潮站(2)水位自记曲线资料,分析了这两个港湾假潮(振幅大于20cm)的基本特征,给出了假潮出现的频数、周期、延时和峰值出现的时刻,还讨论了假潮的类型及成因。  相似文献   

3.
本文给出了该港湾假潮振幅> 20cm 出现的频数、假潮的周期和延时,还讨论了假潮变化的成因。  相似文献   

4.
小长山港内港湾假潮变化的基本特征   总被引:3,自引:0,他引:3  
本文给出了该港湾假潮振幅〉20cm出现的频数,假潮的周期和延时,还讨论了假潮变化的成因。  相似文献   

5.
渤海、黄海沿岸主要港湾假潮的基本特征   总被引:3,自引:0,他引:3  
基于港湾假潮振动的基本原理,从渤海、黄海沿岸20个验潮站多年水位自记曲线资料获取假潮参数,并对其做了统计分析,给出了假潮的统计特征,还讨论了假潮形成的初步原因。结果表明,该海域主要港湾假潮出现具有明显的局地性、季节性和年际变化;夏季是大振幅假潮(振幅^1)≥80cm)的多发期,冬季基本上不出现;龙口港湾的大振幅假潮最为突出,最大振幅可达293cm;气压和风速、风向突变的良好配合,是发生大振幅假潮的主要原因。  相似文献   

6.
黄、渤海沿岸港湾的假潮及成因探讨   总被引:1,自引:0,他引:1  
本文通过对日照港以北黄、渤海沿岸18个港湾8~27年假潮资料的分析,给出了不同区域港湾的假潮状况和成因.在该区域只有龙口港可时常发生100cm左右的大振幅假潮和>150cm甚至>300cm的特大振幅假潮,属假潮特别严重和唯一发生较大危害性假潮港湾;其余分属假潮相对较重、较轻和无假潮港湾,其假潮基本不具危害性或无危害性.分析结果表明其突然而剧烈的风场变化是导致各港湾假潮的直接原因,地理环境差异是造成港湾假潮强弱的关键因素;龙口港100cm左右和>1 50cm的大和特大振幅假潮,是其特殊地理环境、港湾及附近大范围海域骤猛的向港爆发性大风,尤其强雷暴大风涌水在港内骤然积聚和海水惯性振荡的综合结果.  相似文献   

7.
东海沿岸假潮基本特征   总被引:1,自引:0,他引:1  
根据东海沿岸海洋站的实测潮位资料,对东海沿岸假潮的基本特征进行了初步分析和统计,结果表明,东海区港湾假潮特征明显,浙江沿海假潮比福建沿海多。全年多数出现在3、4月和8、9月间,坎门、嵊山、长涂和三沙的最大振幅分别为170、95、85和100fcm,大陈和平潭为41和39cm,长涂的平均周期主要在20~30min,其余各站普遍在20min以内,当有热带气旋影响时,持续时间较长,最长可达100h以上;  相似文献   

8.
渤海、黄海沿岸主要港湾大振幅假潮成因的天气学分析   总被引:1,自引:0,他引:1  
对渤海、黄海主要港湾发生的振幅大于50cm(龙口港湾取振幅大于80cm)的65次假潮过程与地面天气图进行对比分析,着重分析了伴随大振幅假潮过程的天气形势.分析结果表明:(1)龙口港湾22次大振幅假潮中有19次与雷暴天气(其中有3次伴随有飑线,1次还伴有龙卷)有关,2次与大风天气有关,1次由外海雷暴引起;因此得出雷暴、飑线是引起大振幅假潮的主要原因;雷暴强弱和持续时间长短变化,导致假潮振幅大小及持续时间长短变化;雷暴的季节变化引起大振幅假潮的季节变化;雷暴发生的局地性导致假潮出现的局地性;雷暴传播方向的不同引起大振幅假潮的周期不同.(2)北方气旋型和江淮气旋及西南倒槽型这两种天气类型有利于产生雷暴,并导致大振幅假潮的发生.这两类型分别占62个例的468%和177%.  相似文献   

9.
龙口港的假潮及成因探讨   总被引:1,自引:0,他引:1  
利用 23 a (1964—1986 年)的假潮资料,讨论了龙口港假潮的振幅、频率、周期和持续时间等;给出了导致假潮的各种天气形势和风场;分析了不同气象要素对假潮的贡献;探讨了大和特大振幅假潮的成因。分析结果表明:风场变化是导致龙口港假潮的直接原因;100 cm 左右和 >150 cm 的大和特大振幅假潮,是龙口港特殊地理环境、港湾及附近大范围海域骤猛的向港爆发性大风尤其强雷暴大风涌水在港内骤然积聚和海水惯性振荡的综合结果,该假潮具有较大危害性。  相似文献   

10.
南海北部沿岸海洋站的假潮   总被引:1,自引:0,他引:1  
收集和分析了南海北部沿岸15个海洋站所在港湾发生假潮的资料,并对其中较大振幅的典型假潮个例,进行了港湾基态自然周期分析和假潮振动的频谱分析。研究发现,假潮最大振幅振动多发生在天文潮的高潮或低潮期间;根据海湾地形尺度用梅立恩(Merian)公式计算得出的海湾基态自然周期;和根据资料曲线估计得出的假潮周期,以及功率谱分析得出的周期,三者非常接近。从本文研究所得结果来看,这些海湾的较大振幅假潮多发生在春、夏季,且都和风速、风向以及气压的剧烈变化有关。这些大气扰动在春天多为冷空气南下,在夏季多为热带气旋活动。研究认为,假潮的发生很可能是大气振动通过外海表面波作为中间机制,与港湾自由态振动之间产生耦合共振的结果。  相似文献   

11.
A salient feature of sea level records from the Adriatic Sea is the frequent occurrence of energetic seiches of period about 21 h. Once excited by a sudden wind event, such seiches often persist for days. They lose energy either to friction within the Adriatic, or by radiation through Otranto Strait into the Mediterranean.The free decay time of the dominant (lowest mode) seiche was determined from envelopes of handpassed sea level residuals from three locations (Bakar, Split and Dubrovnik) along the Croatian coast during twelve seiche episodes between 1963 and 1986 by taking into consideration only time intervals when the envelopes decreased exponentially in time, when the modelled effects of along-basin winds were smaller than the error of estimation of decay time from the envelopes and when across-basin winds were small. The free decay time thus obtained was 3.2±0.5 d. This value is consonant with the observed width of the spectral peak.The decay caused by both bottom friction and radiation was included in a one dimensional variable cross section shallow water model of the Adriatic. Bottom friction is parameterized by the coefficient k appearing in the linearized bottom stress term ρ0u (where u is the along-basin velocity and ρ0 the fluid density). The coefficient k is constrained by values obtained from linearization of the quadratic bottom stress law using estimates of near bottom currents associated with the seiche, with wind driven currents, with tides and with wind waves. Radiation is parameterized by the coefficient f appearing in the open strait boundary condition ζ =auh/c (where ζ is sea level, h is depth and c is phase speed). This parameterization of radiation provides results comparable to allowing the Adriatic to radiate into an unbounded half plane ocean. Repeated runs of the model delineate the dependence of model free seiche decay time on k and a, and these plus the estimates of k allow estimation of a.The principle conclusions of this work are as follows.
1. (1) Exponential decay of seiche amplitude with time does not necessarily guarantee that the observed decay is free of wind influence.
2. (2) Winds blowing across the Adriatic may be of comparable importance to winds blowing along the Adriatic in influencing apparent decay of seiches; across-basin winds are probably coupled to the longitudinal seiche on account of the strong along-basin variability of across-basin winds forced by Croatian coastal orography.
3. (3) The free decay time of the 21.2 h Adriatic seiche is 3.2±0.5 d.
4. (4) A one dimensional shallow water model of the seiche damped by bottom stress represented by Godin's (1988) approximation to the quadratic bottom friction law ρ0CDu|u| using the commonly accepted drag coefficient CD = 0.0015 and quantitative estimates of bottom currents associated with wind driven currents, tides and wind waves, as well as with the seiche itself with no radiation gives a damping time of 9.46 d; radiation sufficient to give the observed damping time must then account for 66% of the energy loss per period. But independent estimates of bottom friction for Adriatic wind driven currents and inertial oscillations, as well as comparisons between quadratic law bottom stress and directly measured bottom stress, all suggest that the quadratic law with CD=0.0015 substantially underestimates the bottom stress. Based on these studies, a more appropriate value of the drag coefficient is at least CD=0. In this case, bottom friction with no radiation leads to a damping time of 4.73 d, radiation sufficient to give the observed damping time then accounts for 32% of the energy loss per period.
  相似文献   

12.
Hydrodynamics and sediment resuspension events, induced at the shoreline by a deep-draft vessel passing nearby, are described. Measurements (pressure, currents and turbidity) were obtained at 4 Hz, on a lower beach ~50 m from a channel where large car ferries operate in Wootton Creek, Isle of Wight. The study focuses on a representative 8-min 32-s-long record, during which two large vessels passed the channel section. At the shore, the passage of each vessel induced a long-period water-level drawdown, followed by a water-level oscillation (seiche) of similar period, and the short-period waves of the wake. Both drawdowns were the main constituents of the prevailing wave pattern. The second drawdown was the largest in amplitude, in response to a higher speed of the ferry, and the influence of the seiche which had been activated during the preceding event. Two successive peaks of turbidity were observed shortly after this drawdown. Analyses of current velocity and direction indicate that the sediments resuspended originated from the shallower upper beach. Anthropogenically induced erosion of the foreshore is predicted at Wootton Creek.  相似文献   

13.
Numerical experiments were performed to explain the observed results of the internal tides in Uchiura Bay. The experiments for the generation of the internal tides in Suruga Bay indicate that the internal tides, generated at the slopes in the bay, are not as large an amplitude as those observed in Uchiura Bay. However, when the semidiurnal internal tides incident through the mouth of Suruga Bay are considered, they are amplified. The amplitude at the head of Uchiura Bay is 6–12 times larger than that at the mouth of Suruga Bay under the summer density structure. Under the fall density structure, the amplitude ratio is approximately 4–6. The amplification of the semidiurnal internal tides in Uchiura Bay is considered to be due to resonance of the longitudinal internal seiche of Uchiura Bay. On the other hand, the calculated diurnal internal tides are not as large as those observed. Therefore, the diurnal internal tides are thought to already have these large amplitudes at the mouth of Suruga Bay. Therefore, from the observations and numerical experiments, it is concluded that the internal tides observed in Uchiura Bay are mostly the internal tides originating from the outer region of Suruga Bay, and the semidiurnal tides are the internal seiche which is resonantly amplified.  相似文献   

14.
Monitoring using a thermistor array and an acoustic Doppler current profiler was carried out in the outer part of Tokyo Bay from May 20 to November 30, 2006. Current fluctuations with tidal periods were amplified during the maximum temperature period in early September. The strong current interfered with fishing operations using set nets. Although the current fluctuation was speculated to be baroclinic motion from a phase relationship among fluctuations of temperature, current and sea level, empirical orthogonal function analysis showed the dominance of a barotropic structure. Such a discrepancy in the current structure was explained by an internal tide propagating along a deep canyon in the outer part of Tokyo Bay. Furthermore, amplification of the semidiurnal internal tide and the warming of the temperature field were found to be induced by the intrusion of Kuroshio warm water. The amplification mechanism was examined using a two-dimensional model with idealized topography. It was concluded that the large amplitude of the semidiurnal internal tide is resonantly generated in the deep canyon in the outer Tokyo Bay when stratification becomes strong and the period of the internal seiche approaches the semidiurnal period.  相似文献   

15.
太湖表面定振波的数值计算和最大熵谱分析   总被引:1,自引:0,他引:1  
逄勇  濮培民 《海洋与湖沼》1996,27(2):157-162
利用水动力学方程对太湖表面的定振波进行计算,算得定振波周期约为452min,另外,利用1992年8月29-31日在太湖西山观测到的水位资料,采用最大熵谱法,分析太湖表面的定振波,得周期值约为450min。计算和分析的周期值基本吻合,取熵谱分析结果得太湖表面的单节点定振波周期值为450min。  相似文献   

16.
The occurrence of the small meander of the Kuroshio, generated south of Kyushu and propagating eastward, was examined using sea level data collected during 1961–1995 along the south coast of Japan. Intra-annual variation of the sea level was expanded by the frequency domain empirical orthogonal function (FDEOF) modes, and it was found that the second and third modes are useful for monitoring the generation and propagation of the small meander. The third FDEOF for periods of 10–100 days has a phase reversal between Hosojima and Tosa-shimizu with significant amplitude west of Kushimoto, and the amplitude of its time coefficient is large during the non-large-meander (NLM) period and has a significant peak when the small meander exists southeast of Kyushu. The second FDEOF for periods of 20–80 days has a phase reversal between Kushimoto and Uragami, and the amplitude of its time coefficient is large when the small meander propagates to the south of Shikoku. The third FDEOF mode allowed us to conclude that the small meander occurred 42 times from July 1961 to May 1995, most of them (38) occurring during the NLM periods. The second FDEOF mode permits the conclusion that half of the 38 small meanders reached south of Shikoku. Of these, five small meanders influenced transitions of the Kuroshio path from the nearshore NLM path; one caused the offshore NLM path and four brought about the large meander. About one-tenth of the total number of small meanders are related to the formation of the large meander.  相似文献   

17.
基于ADV声学泥沙反演与扩散机制分析   总被引:4,自引:1,他引:3  
利用座底三脚架观测系统于2012年洪季对珠江黄茅海河口湾底边界层沉积动力过程进行了系统观测,建立了基于现场ADV探测的高频泥沙声学反演方法,分析了泥沙浓度、泥沙扩散通量及泥沙扩散系数随潮汐变化的特征,探讨了泥沙再悬浮的湍流猝发机制。泥沙浓度、泥沙扩散通量、涡动扩散系数及泥沙扩散系数具有明显的潮汐变化特征,主要表现为急流时较大、憩流时较小。泥沙沉降速度与泥沙浓度之间的幂函数关系可以很好地描述潮周期内沉降速度的变化。湍流猝发过程中,喷射和扫射事件是泥沙垂向扩散的主要动量来源,大振幅的猝发事件对泥沙垂向扩散具有决定性影响。  相似文献   

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