Size of flatfish larvae at transformation, functional demands and historical constraints

At hatching the larvae of flatfish closely resemble the bilateral symmetric larvae of other teleosts, especially perciforms. Literature data show that transformation to asymmetric benthic juveniles normally occurs at body lengths between 10 and 25 mm. Unexpectedly, minimal size at its completion (including eye migration) can be 4.1 mm SL and maximal size is over 72 mm. In this paper we consider the functional requirements for a successful switch from a symmetric pelagic larva to a typical asymmetric juvenile benthic flatfish partly based on evidence from other teleosts. The unfavourable period of eye migration and transition to a benthic habitat requires some food reserves and rewiring and/or recalibration of vision and gravity-associated structures utilised previously by the still symmetric larvae for e.g. food detection. Binocular fixation of the prey probably occurs in that stage. Critical or sensitive periods occurring during development of fish larvae suggest that a completely functional symmetric stage of development must precede transformation. The normal size range in flatfish larvae at transformation seems to confirm our considerations. Recent data on temperature effects during development provide an explanation for metamorphosis at the minimal size. Some evidence for paedomorphic heterochrony in flatfish larvae is presented.     

平面无结节网衣水阻力系数的试验研究

通过物理模型试验,统计分析得到了无结节网衣的水阻力系数在不同状态下随雷诺数、倾角和布置状态的变化规律,并通过网衣沉子的组合试验验证了所得经验公式的正确性和适用性,为深水网箱等渔具的水动力计算提供了依据.     

褐菖鲉网箱养殖试验初报

2001年4月30日在浙江南麂海域3 m×3 m×3 m网箱中放养0.9 g自然海区捕获的褐菖鲉(Sebastiscus marmoratus)苗种,进行为期2年多的养殖试验.结果表明,该鱼生长缓慢,养殖38 d体质量为8.3 g,养殖240 d为24.8 g,养殖787 d为112.3 g.总养殖成活率为20.1%,平均日增体质量0.142 g,平均日增体质量率0.62%.秋末至夏初低水温期是褐菖鲉的主要生长期,在9～13℃较低水温下亦会摄食与生长.饵料系数为3.6.冬春季养殖成活率高于秋夏季,第一年夏季养殖成活率低,仅28.1%.养殖方式以混养为宜.     

Comparative Analysis of Mitochondrial Control Region Sequence from Three Flatfish Species （Pleuronectidae）

The 5‘-end of the mitochondrial control region sequences of three flatfishes (Pleuronectiformes: Pleuronectidae) were amplified and sequenced. These sequences were compared with those of other three Pleuronectids species retrieved from GenBank. A phylogenetic tree was constructed based on the partial control region sequences. The results of phylogenetic analysis are consistent with those of conventional systematics. Compared to previous studies, the structure of the 5‘-end of mitochondrial control region was analyzed. The terminal associated sequence motif and its complementary motif were identified at the 5‘-end of the sequences. A conserved sequence block, named as CM5‘ d, was identified in the 5‘-end of control region sequences in all Pleuronectids. Another central conserved sequence block, named as CSB-F, was detected in the central conserved blocks.     

不同生长环境褐牙鲆的外观性状与肌肉营养成分的比较分析

讨论了网箱养殖、工厂化养殖和野生褐牙鲆的外观差异,对比分析了不同生长环境下褐牙鲆的肌肉营养成分和营养学价值。结果显示:网箱养殖的褐牙鲆体形、体色更接近野生褐牙鲆,即有眼侧呈深褐色,无眼侧呈白色;工厂化养殖褐牙鲆有眼侧体色较暗,无眼侧有黑斑。网箱养殖褐牙鲆脂肪含量(2.5%)远低于工厂化养殖的褐牙鲆(4.2%),而接近于野生的褐牙鲆(1.4%);网箱养殖褐牙鲆水分含量比工厂化养殖的高,也更接近野生的褐牙鲆。3种生长环境的褐牙鲆,氨基酸组成是一致的,而且各项比值也都符合FAO/WHO的标准。对比分析必需氨基酸指数(EAAI)和EPA+DPA、SFA、MUFA、PUFA等指标,网箱养殖褐牙鲆均要高于工厂化养殖褐牙鲆,接近而又优于野生的褐牙鲆。在矿物质含量方面,3种生长环境下的褐牙鲆差异不明显。综合各项指标分析,在褐牙鲆的3种生长环境中,网箱养殖的褐牙鲆要优于工厂化养殖的褐牙鲆,而更接近于野生的褐牙鲆。     

杭州黄龙饭店支腿式地下连续墙施工技术探讨

支腿式地下连续墙在杭州地区工程中首次运用。结合实际工程实践,就支腿式地下连续墙的技术要点进行介绍,通过跟踪分析实际施工过程,简单介绍整个工艺流程和确保支腿式地下连续墙的施工质量、保证地下室开挖深度及基坑安全性、稳定性的技术措施。展望支腿式地下连续墙推广应用前景。     

长螺旋钻机成孔压灌砼桩后插钢筋笼施工工艺及配套装置的应用

结合某一工程实例 ,探讨钻孔灌注桩先成桩后插钢筋笼法的施工工艺以及配套装置的工作原理、性能特点、适用范围和施工方法     

灌注桩钢筋笼内部的磁异常特征

通过分析有限长直立圆柱体内部的磁异常特征,结合模型桩试验,研究了灌注桩钢筋笼内部的磁异常特征,结果表明在钢筋笼内部钻孔中的磁异常Za 垂直分量总体上呈现"两峰夹一谷"的特征,钢筋笼中部呈宽缓的马鞍形负异常,钢筋笼底端位置对应磁异常从极小值转变为极大值的拐点,相应梯度曲线出现极大值.     

灌注桩钢筋笼外部的磁异常特征研究

灌注桩中的钢筋笼在地磁场中受磁化作用而产生磁感应强度,使灌注桩附近的磁场强度发生变化.通过分析水平磁性圆柱体外部的磁异常特征,结合模型桩试验,研究了灌注桩钢筋笼外部的磁异常特征,结果表明在钢筋笼外侧钻孔中的磁异常总体上呈现"两峰夹一谷"的特征,钢筋笼中部呈宽缓的马鞍形负异常,钢筋笼底端位置对应磁异常从极小值转变为极大值的拐点.研究成果从理论上为用磁测井法检测灌注桩中钢筋笼长度奠定了基础.     

地震减灾工程下格宾石笼拦挡坝支护技术研究

鉴于格宾石笼护岸、护坡等优质特性,对其应用至地震减灾工程进行研究。经分析可知,格宾石笼主要利用双绞合六边形金属网片组合为箱笼,再装填石料堆筑构成防护整体;格宾石笼具有高强度耐久性、透水性、整体性与柔韧性和施工过程简单便利等特征。依据格宾石笼构造与特性分析,分别将地震减灾工程下格宾石笼拦挡坝施工划分为格宾石笼护基与格宾石笼护坡两部分进行研究。利用测量放线、挖掘基础、规整地基、铺垫反滤层、格宾放置与连接、支顶加固、石料装填封盖等步骤实现格宾石笼护基施工。通过削坡、铺设土工布、砂砾垫层、安装网箱、装填石料和封盖等步骤实现格宾石笼护坡施工。分别在冲击力、位移和能量三方面验证格宾石笼拦挡坝支护技术,实验结果表明,冲击力和坝体自身材料性质有关联,格宾拦挡坝材料属于柔性材料,冲击力由此减小,耗费冲击力能量效果十分明显;坝体可以利用整个结构全部能量承担很大负载;格宾石笼拦挡坝体耗能效果显然优于浆砌石坝。