Determination of amines using 2-(11H-benzo[a]carbazol-11-yl) ethyl chloroformate (BCEC-Cl) as labeling reagent by HPLC with fluorescence detection and identification with APCI/MS

A pre-column derivatization method for the sensitive determination of amines using a labeling reagent 2-(11H-benzo[a]-carbazol-11-yl) ethyl chloroformate (BCEC-Cl) followed by high-performance, liquid chromatography with fluorescence detection has been developed. Identification of derivatives was carried out by LC/APCI/MS in positive-ion mode. The chromophore of 1,2-benzo-3,4-dihydrocarbazole-9-ethyl chloroformate (BCEOC-Cl) reagent was replaced by 2-(11H-benzo[a]-carbazol-11-yl) ethyl functional group, which resulted in a sensitive fluorescence derivatizing reagent BCEC-Cl. BCEC-Cl could easily and quickly label amines. Derivatives were stable enough to be efficiently analyzed by HPLC and showed an intense protonated molecular ion corresponding m/z [M+ H](+) under APCI/MS in positive-ion mode. The collision-induced dissociation of the protonated molecular ion formed characteristic fragment ions at m/z 261.8 and m/z 243.8 corresponding to the cleavages of CH2O-CO and CH2-OCO bonds. Studies on derivatization demonstrated excellent derivative yields over the pH 9.0-10.0. Maximal yields close to 100% were observed with three- to four-fold molar reagent excess. In addition, the detection responses for BCEC-derivatives were compared to those obtained using 1,2-benzo-3,4-dihydrocarbazole-9-ethyl chloroformate (BCEOC-Cl) and 9-fluorenyl methylchloroformate, (FMOC-Cl) as labeling reagents. The ratios I-BCEC/I-BCEOC = 1.94-2.17 and I-BCEC/I-FMOC = 1.04-2.19 for fluorescent (FL) responses (here, I was relative fluorescence intensity). Separation of the derivatized amines had been optimized on reversed-phase Eclipse XDB-C-8 column. Detection limits calculated from 0.50 pmol injection, at a signal-to-noise ratio of 3, were 1.77-14.4 fmol. The relative standard deviations for within-day determination (n = 11) were 1.84-2.89% for the tested amines. The mean intra- and inter-assay precision for all amines levels were < 3.64% and 2.52%, respectively. The mean recoveries ranged from 96.6% to 107.1% with their standard deviations in the range of 0.8-2.7. Excellent linear responses were observed with coefficients of > 0.9996. (C) 2006 Elsevier B.V. All rights reserved.

藏东南巨厚松散堆积体发育条件、成灾模式及防治对策——以川藏公路然乌至鲁朗段为例

The unique geologic, geomorphic and climatic conditions of southeast Tibet have made the region to develop the multi-style and frequently occurring geologic hazards, especially the collapses and landslides and debris flows along the section of Ranwu-Lulang in Sichuan-Tibet highway. However, most of those geologic hazards have close relationship with the loose accumulations. That is, the loose accumulations are the main carrier of most geologic hazards. Thereof, the huge-thick accumulations along the highway is regarded as the objective in the thesis to study the geologic background, hazarding model and mitigation methods comprehensively, based on the multi-disciplinary theories and former materials. First of all, in the paper, based on field engineering geologic investigations, the genetic type and the characteristics of spatiotemporal distribution of the huge-thick loose accumulations along the highway, have been analysized from the factors of regional geology and geomorphy and climate, as well as the coupling acting of those factors with inoculation and eruption of the loose accumulations geologic hazards. The huge-thick loose accumulations has complex genetic types and specific regulations of spatiotemporal distribution, closely controlled by the outer environment of the region. The accumulations are composed of earth and boulder, with disorder structure and poor sorting, specific forming environments and depositing conditions. And its physical and mechanic properties are greatly distinguished from rock and common earth inland. When Sichuan-Tibet highway was firstly constructed along the north bank of Purlung Tsangpo River, the huge-thick loose accumulations was cut into many high and steep slopes. Through the survey to the cut-slopes and systematic investigation to their failures, the combination of height and angle of the accumulations slope has been obtained. At the same time, the types of genetic structure of those cut-slopes are also analysized and concluded, as well as their failure models. It is studied in the paper that there are piaster, duality, multielement and complexity types in genetic structure, and rip-dump-repose, rip-shear-slip and weathering-flake types in failure models. Moreover, it is briefly introduced present engineering performance methods and techniques dealing with the deformation and failure of the accumulations cut-slope. It is also suggested that several new techniques of slope enforcement and the method of landslide and rockfall avoiding should be applied. The research of high and steep cut-slope along the highway has broadened the acknowledgement of the combination of cut-slope height and angle. Especially, the dissertation also has made the monographic studies about the geologic background and hazarding models and prevention methods of some classic but difficult accumulations geologic hazards. They are: (1) Research of the engineering geologic background of the 102 landslide group and key problems about the project of tunnel. The 102 landslide group is a famous accumulational one composed of glacial tills and glaciofuvial deposit. The tunnel project is a feasible and optional one which can solve the present plight of “sliding after just harnessing” in the 102 section. Based on the glacial geomorphy and its depositing character, distribution of seepage line, a few drillhole materials and some surveying data, the position of contact surface between gneiss and accumulations has been recognized, and the retreating velocities of three different time scales (short, medium and long term) have been approximately calculated, and the weathering thickness of gneiss has also been estimated in the paper. On the basis of above acknowledgement, new engineering geomechnic mode is established. Numerical analysis about the stability of the No.2 landslide is done by way of FLAC program, which supplies the conclusion that the landslide there develops periodically. Thereof, 4 projects of tunnel going through the landslide have been put forwards. Safety distance of the tunnel from clinohefron has been numerically analysized. (2) Research of the geologic setting and disaster model and hazard mitigation of sliding-sand-slope. From the geologic setting of talus cone, it is indicated that the sliding-sand-slope is the process of the re-transportation and re-deposit of sand under the gravity action and from the talus cone. It is the failure of the talus cone essentially. The layering structure of the sliding-sand-slope is discovered. The models of movement and failure of the sliding-sand-slope has been put forwards. The technique, “abamurus+grass-bush fence+degradable culture pan”, is suggested to enforcement and green the sliding-sand-slope. (3) Characteristics and hazarding model and disaster mitigation of debris flow. The sources of solid material of three oversize debris flows have been analysized. It is found that a large amount of moraine existing in the glacial valley and large landslide dam-break are the two important features for oversize debris flow to be taken place. The disaster models of oversize and common debris flows have been generalized respectively. The former model better interpret the event of the Yigong super-large landslide-dam breaking. The features of common debris flow along the highway section, scouring and silting and burying and impacting, are formulated carefully. It is suggested that check dam is a better engineering structure to prevent valley from steeply scouring by debris flow. Moreover, the function of check dam in enforcing the slope is numerically calculated by FLAC program. (4) Songzong ancient ice-dammed lake and its slope stability. The lacustrine profile in Songzong landslide, more than 88 meters thick, is carefully described and measured. The Optical Simulated Luminescence (OSL) ages in the bottom and top of the silty clay layer are 22.5±3.3 kaB.P., 16.1±1.7 kaB.P., respectively. It is indicated by the ages that the lacustrine deposits formed during the Last Glacial Maximum ranging from 25ka B.P. to 15ka B.P. The special characteristics of the lacustrine sediment and the ancient lake line in Songzong basin indicated that the lacustrine sediment is related to the blocking of the Purlung Tsangpo River by the glacier in Last Glacial Maximum from Dongqu valley. The characteristics of the lacustrine profile also indicate that the Songzong ice-dammed lake might run through the Last Glacial Maximum. Two dimensional numerical modeling and analysis are done to simulate the slope stability under the conditions of nature and earthquake by FLAC program. The factor of safety of the lacusrtine slope is 1.04, but it will take place horizontal flow under earthquake activity due to the liquefaction of the 18.33 m silt layer. The realign to prevent the road from landslide is suggested.

珠江口盆地流花11-1油田储层非均质性及流体分布规律研究

In order to discover the distribution law of the remaining oil, the paper focuses on the quantitative characterization of the reservoir heterogeneity and the distribution law of the fluid barrier and interbed, based on fine geological study of the reservoir in Liuhuall-1 oil field. The refined quantitative reservoir geological model has been established by means of the study of core analysis, logging evaluation on vertical well and parallel well, and seismic interpretation and prediction. Utilizing a comprehensive technology combining dynamic data with static data, the distribution characteristics, formation condition and controlling factors of remaining oil in Liuhuall-1 oil field have been illustrated. The study plays an important role in the enrichment regions of the remaining oil and gives scientific direction for the next development of the remaining oil. Several achievements have been obtained as follows: l.On the basis of the study of reservoir division and correlation,eight lithohorizons (layer A, B_1, B_2, B_3, C, D, E, and F) from the top to the bottom of the reservoir are discriminated. The reef facies is subdivided into reef-core facies, fore-reef facies and backreef facies. These three subfacies are further subdivided into five microfacies: coral algal limestone, coralgal micrite, coral algal clastic limestone, bioclastic limestone and foraminiferal limestone. In order to illustrate the distribution law of remaining oil in high watercut period, the stratigraphic structure model and sedimentary model are reconstructed. 2.1n order to research intra-layer, inter-layer and plane reservoir heterogeneity, a new method to characterize reservoir heterogeneity by using IRH (Index of Reservoir Heterogeneity) is introduced. The result indicates that reservoir heterogeneity is medium in layer B_1 and B_3, hard in layer A, B_2, C, E, poor in layer D. 3.Based on the study of the distribution law of fluid barrier and interbed, the effect of fluid battier and interbed on fluid seepage is revealed. Fluid barrier and interbed is abundant in layer A, which control the distribution of crude oil in reservoir. Fluid barrier and interbed is abundant relatively in layer B_2,C and E, which control the spill movement of the bottom water. Layer B_1, B_3 and D tend to be waterflooded due to fluid barrier and interbed is poor. 4.Based on the analysis of reservoir heterogeneity, fluid barrier and interbed and the distribution of bottom water, four contributing regions are discovered. The main lies on the north of well LH11-1A. Two minors lie on the east of well LH11-1-3 and between well LH11-1-3 and well LH11-1-5. The last one lies in layer E in which the interbed is discontinuous. 5.The parameters of reservoir and fluid are obtained recurring to core analysis, logging evaluation on vertical well and parallel well, and seismic interpretation and prediction. Theses parameters provide data for the quantitative characterization of the reservoir heterogeneity and the distribution law of the fluid barrier and interbed. 6.1n the paper, an integrated method about the distribution prediction of remaining oil is put forward on basis of refined reservoir geological model and reservoir numerical simulation. The precision in history match and prediction of remaining oil is improved greatly. The integrated study embodies latest trend in this research field. 7.It is shown that the enrichment of the remaining oil with high watercut in Liuhua 11-1 oil field is influenced by reservoir heterogeneity, fluid barrier and interbed, sealing property of fault, driving manner of bottom water and exploitation manner of parallel well. 8.Using microfacies, IRH, reservoir structure, effective thickness, physical property of reservoir, distribution of fluid barrier and interbed, the analysis of oil and water movement and production data, twelve new sidetracked holes are proposed and demonstrated. The result is favorable to instruct oil field development and have gotten a good effect.

湖南板溪脉岩的年代学、岩石学、地球化学及其构造环境

湘中地区的锑（金）成矿多与脉岩相伴生，对其成因及对矿床成矿作用的贡献至今仍不清楚。本文通过对板溪石英斑岩脉的研究表明，全岩K，Ar年龄为200Ma±，至少比板溪锑矿成矿晚200Ma，因此脉岩与成矿不存在成因联系。板溪脉岩显示过铝质特征，其A／CNK为1．08～2．61，A／NK为1．08～2．71，K20为0．9％～3．66％，K20±Na2O为4．28％～7．5％，大多数样品的K2O／Na2O小于1。稀土元素以相对富集LREE，LREE分馏不明显、HREE分馏明显，配分曲线右倾为特点，其（LJYb）n为14．47～28．11，（Gd／Yb）n为9．8～14．3，并且具强负Eu异常，δEu为0．05～0．14，这表明岩石在成岩演化过程中，经历了强的分异结晶作用。在原始地幔标准化蛛网图上，脉体相对富集LILE，并具Ti和P负异常。（^87Sr／^86Sr）i变化范围较大，为0．6653～0．7149，其中B-3样品的（^87Sr／^86Sr）i为0．7149，与来自地壳上部的花岗岩的^87Sr／^86Sr初始比值相当。在构造环境判别图中，样品显示岛弧／同碰撞花岗岩的特点。结合前人的研究成果，笔者推测板溪脉岩为地壳上部岩石部分熔融的产物，并经历了混染和高度的分异演化。其动力来源为200Ma左右，地壳叠置加厚作用后幔源岩浆的底侵作用.

闽东南基性岩脉成因及动力学背景研究：Sr-Nd同位素、元素地球化学

闽东南的海边斜闪煌斑岩脉和赤湖辉长岩脉分别形成于晚白垩世和古新世,为高钾钙碱性和钙碱性系列岩石,具有高Al、Na2O＞K2O的特征;岩浆演化过程中可能经历了以橄榄石、单斜辉石为主的结晶分异作用.海边和赤湖基性岩脉具有相对富集大离子亲石元素和轻稀土元素,亏损高强场元素特征,不相容元素蛛网图显示出大陆边缘弧的地球化学特征,以Nb、Ta、Ti负异常为特征;海边和赤湖明显富集轻稀土元素,（La/Yb）N分别为5.0～10.9和11.2～12.0.具有高Sr同位素初始值和低εNd（t）值,海边的（^87Sr/^86Sr）i：0.70577～0.707574,εNd（t）：-8.1～-1.8,赤湖的（^87Sr/^86Sr）i：0.70547～0.70552,εNd（t）：-0.2～0.6.根据Sr、Nd同位素、微量元素研究及野外地质观察,本区基性岩脉的岩浆在上升侵位过程中未发生地壳物质混染.通过Sr、Nd同位素和微量元素等研究,认为地幔源区的演化与古太平洋板块俯冲密切相关,俯冲流体交代地幔楔、消减洋壳携带的海洋与陆源沉积物参与地幔源区的混合,形成本区基性岩脉的富集地幔源区,大离子亲石元素和轻稀土元素特别富集是俯冲流体与沉积物共同参与源区演化的结果.海边和赤湖基性岩脉形成的构造背景属于活动大陆边缘弧,构造性质应为活动陆缘拉张带（或裂谷带）.晚白垩世和古新世,闽东南发生了地壳拉张事件,与中国东南部晚白垩世以来的地壳拉张期次是一致.

贵阳市表层土壤重金属污染元素环境地球化学基线研究

贵阳市位于贵州省中部云贵高原东斜坡地带，地处东经106°07′至107°17′，北纬262°11′，至272°22′之间，属东部平原向西部高原的过渡地带，地形地貌多样，海拔高，纬度低，具有亚热带湿润温和型气候的特点，资源丰富，能源充足，自然环境得天独厚。本论文详细研究了贵阳市8046平方公里面积内表层土壤中砷、福、铬、铜、汞、镍、铅、锌8种重金属污染元素的环境地球化学特征，确定了土壤环境地球化学基线，并建立了判别自然的和人为的环境影响的地球化学指标，进而计算污染参数：重金属累计指数和污染程度，在此基础上进行了土壤重金属污染来源分析。取得认识如下：1、贵阳市表层土壤中重金属污染元素的均值、标准差、极值、主要含量区间分别是：砷18·ogmg／kg、11·57 mg／kg、79.30mg/kg、AS95.9％＜40mg/kg；福0.302mg／kg、0.363mg／kg、2.620mg／lcg、Cd95.7％＜1.000mg／kg；铬75.3mg／kg、37.3mg／kg、271.0mg／kg、Cr95.9％＜150.0mg／1cg；铜43．lmg／kg、30.3mg/kg、213.0mg瓜g，Cu94.6o／＜100mg／kg；铅43.2mg／kg、31.3mg／kg、318.9mg/kg，Pb95.5％＜100.0mg/kg；汞0.222mg／kg、0.531mg／kg、7.030mg／kg，Hg98.2％＜1.00Omg/kg；镍38.3mg/kg、14.9mg／kg、102.5mh/kg，Ni95.8%＜70mg/kg；锌84.7mkg、49.8mg／kg、385.0mg/kg，Zn93.4％＜150.0mg/kg。2、利用相对累计总量分析方法和相对累计频率分析方法确定贵阳市表层土壤中重金属元素的基线值和受人为影响的下限：砷为9.04mk和29.0mg/kg；福为0.068mg／kg和1 ．OIOms／kg；铬为44.0mg／kg和100.2mg/kg；铜为18.8mg/kg和68.4mg/kg；铅为14.8mg/kg和70.lmg／kg；汞为0.045mg／kg和0.530mkg；镍为17.0mg/kg和57.0mg/kg；锌46.3mg/kg和112.0mg/kg。3、对贵阳市表层土壤重金属含量进行地质累计指数分析，结果显示贵阳市的表层土壤中：41％未受砷污染，43％的在无污染到中度污染之间，14％的中度污染，只有2％的介于中度污染到强污染之间；40％未受福污染，19％无污染到中度污染之间，14％的中度污染，19％的介于中度污染到强污染之间，7％的强污染，1％的表层土壤强污染到极强污染之间；46％未受铬污染，47％在无污染到中度污染之间，6.8％的中度污染，0.2％介于中度污染到强污染之间；38％未受铜污染，38％在无污染到中度污染之间，22％的中度污染，2％的介于中度污染到强污染之间；18％未受铅污染，47％在无污染到中度污染之间，28％的中度污染，3％介于中度污染到强污染之间；12％未受元素汞污染，37％在无污染到中度污染之间，36％的中度污染，11％介于中度污染到强污染之间，2％的强污染，1％的介于强污染与极强污染之间，1％的极强污染；19.2％未受镍污染，63.7％在无污染到中度污染之间，16.8％的中度污染，0.3％介于中度污染到强污染之间；41％未受锌污染，50％在无污染到中度污染之间，7％的中度污染，2％介于中度污染到强污染之间。4、贵阳市表层土壤中重金属元素含量的污染程度计算显示：砷的污染程度最大为4，27，50.2％的表层土壤未受污染，97％的表层土壤污染程度小于2，总污染程度略大于O，即受到轻微污染；蝠的污染程度最大为12.1，57.9％的表层土壤未受污染，％％的表层土壤污染程度小于4，总污染程度大于。，即受到污染；铬的污染程度最大为2.01，69％的表层土壤未受到重金属元素铬的污染，30.6％的表层土壤受到轻微污染，总污染程度小于O，即未受到污染；铜的污染程度最大为5.09，53.2％的表层土壤未受到重金属元素铜的污染，总污染程度略大于0，即受到轻微污染；铅的污染程度最大为8.11，49.9％的表层土壤未受到重金属元素铅的污染，总污染程度略大于0，即受到轻微污染；汞的污染程度最大为45.87，56.1％的表层土壤未受到重金属元 素汞的污染。总污染程度大于0，即受到污染；镍的污染程度最大为1.56，64％的表层土壤未受到重金属元素镍的污染，总污染程度小于O，即未受到污染；锌的污染程度最大为2.85，77.8％的表层土壤未受到重金属元素锌的污染，总污染程度小于0，即未受到污染。综合考虑8种重金属污染元素，贵阳市40.2％的表层土壤无重金属元素污染，巧％的表层土壤在无污染到轻微污染之间，36.1的表层土壤轻微污染，7.2％的中度污染，1.4％的表层土壤严重污染。5、福和镍只存在较少的污染区域，其余六种元素都存在局部的重金属含量受人为因素影响。砷的污染区域主要集中在筑东部的马场和西部清镇的暗流、王家院等地；铬的污染区域主要集中筑南部的花溪马林、西部的暗流一酒坪等地；铜的污染区域则主要集中在筑南部的燕楼马林处；汞的污染区域分布在筑北开阳双流、筑西北六广以及筑中扎佐三片；铅的污染区域分布在筑东北的宅吉、城关；筑西麦格等处；而锌的污染区则集中在筑东北面的开阳花梨和城关。总体来说，镍、铜的含量是处于最安全的位置，而汞、铅的警戒区域面积很大，几乎函盖了全部研究区域，福次之，砷、锌、铬适中。6、贵阳市表层土壤中重金属污染元素的含量主要与矿山、长期的农业措施和燃煤带来的污染有关。所有重金属含量超标区几乎都对应于矿区，其污染可能来自于母岩，也可能来自矿区生产而导致的“三废”污染。汞、铅、镉的“警戒”区域面积较大，主要是由长期的农业污染造成，特别是磷肥和含污染元素的农药、除草剂等的施用，汞、隔“警戒”区域面积较大的原因还与燃煤后重金属的大气沉降有关。另外砷的污染也和燃煤后大气沉降有关。贵阳市表层土壤没有受到重金属污染元镍的污染。7、在本研究区域内，重金属含量呈现不同含量等级的土类是由于长时间受人为影响的结果，而重金属含量处于单一等级区间的土类则受人为因素影响较小，其含量区间反映了背景值含量范围。在贵阳市的表层土壤中，黄壤、石灰土、水稻土受人为影响较多，石质土、粗骨土、紫色土、黄棕壤受人为影响适中，沼泽土和山地草甸土受人为影响较少。8、本文建议：（1）在乌当区金华镇三铺村、修文县久长镇新隆村、白云区牛场乡小山村、修文县扎佐镇丁官村、修文县大石乡天桥村、开阳县双流镇凉水井村、修文县六广镇滨江村这几个综合污染较为严重的区域采取政府宏观调控手段，指导当地农户进行绿化苗木、花卉等不进入食物链的植物，或者在合适的地方，进行退耕还林，种植生态林。同时建议有关部门在这些区域开展土壤重金属治理工作；（2）在清镇市的暗流一卫城、王家院、水塘以及开阳县马场一哨上等砷含量较高区域种植旱生禾谷类食用籽粒的作物，如小麦、玉米、高粱等，不能种植水生作物和叶菜类作物；在北部开阳双流片、西北部修文六广一大石片、筑中扎佐一牛场片汞含量较高区域推广竺麻的种植；在东北部开阳花梨一城关锌含量较高区域建议农户种植玉米；在开阳的宅吉一龙水、城关和清镇的麦格片区铅含量较高区域，大力发展烟草的种植；在修文久长、大石、开阳城关一马场、清镇麦格、乌当水田一新堡等搞含量较高地区推荐种植豆科食用籽粒作物。9、综合考虑国家《土壤环境质量标准（GB15618一1995）》中规定监测的8种重金属污染元素，污染程度（Cd）的判别指标可以定量化为：Cd≤O：无污染；O＜Cd燕1无污染到轻微污染；1＜Cd≤5：轻微污染：5＜Cd≤10中度污染；Cd＞10：严重污染。

Heat capacity and thermochemical study of trifluoroacetamide (C2H2F3NO)

The low-temperature heat capacities of trifluoroacetamide were precisely determined with a small sample precision automated adiabatic calorimeter over the temperature range from 78 to 404 K. A solid-to-solid phase transition, a fusion and a phase transition from a liquid crystalline phase to fully liquid phase have been observed at the temperatures of 336.911+/-0.102, 347.622+/-0.094 and 388.896+/-0.160 K, respectively. The molar enthalpies of these phase transitions as well as the chemical purity of the substance were determined to be 5.576+/-0.004, 11.496+/-0.007, 1.340+/-0.005 kJ mol(-1) and 99.30 mol%, respectively, on the basis of the heat capacity measurements. The molar entropies of the three phase transitions were calculated to be 16.550+/-0.012, 33.071+/-0.029 and 3.447+/-0.027 J mol(-1) K-1, respectively. Further researches of the thermochemical properties for this compound have been carried out by means of TG and DSC techniques. (C) 2000 Elsevier Science B.V. All rights reserved.

7-11岁正常儿童和ADHD儿童故事重述能力及策略的发展

儿童的故事重述涉及工作记忆和抽象表征能力，是与儿童的日常学业任务密切联系。儿童能否把握时间线索来组织故事重述，反映的是儿童抽象出故事事件内在时间关系的能力，因此对儿童故事重述的探查可以揭示儿童抽象思维发展的一般规律和特点。本研究在前人研究的基础上，系统探查了7－11岁儿童故事重述能力及其策略的发展过程，探讨了时间线索对儿童故事重述的影响，并对ADHD儿童和正常儿童的故事重述及策略进行了比较。 主要研究结果如下： (1)7－11岁儿童故事重述能力总体上随年龄增长而提高，按正确顺序重述的事件数量增多，重述过程中提取和使用的时间线索也增加。其中7－9岁有较快速的发展。 (2)随故事中包含的事件数量的增加，故事难度增大，儿童的故事重述成绩有所下降，故事长度对7岁和9岁儿童的影响大于对11岁儿童的影响。 (3)有、无时间线索语词会影响儿童的故事重述。故事中包含时间语词线索有助于儿童的故事重述。11岁儿童的故事重述已不受有、无时间线索的影响，他们在无时间线索的条件下，更多地主动使用表示因果关系的语词来表征事件关系。 (4)ADHD儿童的故事重述能力在9岁到11岁有较快的发展。但总体而言，ADHD儿童对含有时间线索故事的重述能力显著差于正常儿童。 (5)故事再学习对ADHD儿童和正常儿童的故事重述都存在促进作用。但ADHD儿童故事再学习效果不如正常儿童，低龄儿童中差距尤其明显，随着年龄的增加，ADHD儿童与正常儿童故事再学习效果的差距逐渐缩小。 (6)不同年龄的儿童主要采用四种策略解决问题。随年龄增长，正常儿童和ADHD儿童中使用水平较高的内容主线和逻辑关系策略的人数都有所增加。但ADHD儿童中高水平策略使用人数比例仍低于正常儿童。