ABSTRACT： Based on the integrated subsurface data, including those of over 600 m drilled cores, more than 30 drilled wells and 600 km^2 three-dimensional （3D） seismic-reflection data of the study area, the characte...ABSTRACT： Based on the integrated subsurface data, including those of over 600 m drilled cores, more than 30 drilled wells and 600 km^2 three-dimensional （3D） seismic-reflection data of the study area, the characteristics of the lake-floor fan of lower Yaojia （姚家） Formation have been clarified. An evident lacustrine slope break and a steep slope belt developed in the west of Songliao （松辽） basin during depositional period of Qingshankou （青山口）-Yaojia formations （K2）. The slope gradient was about 15 m/kin. During the depositional period of lower Yaojia Formation, the lake shrank and the shore line of the western Songiiao basin shifted to the lacustrine slope-break. The wedge-shaped sediment body, which is interpreted as the lowstand system tract of SQyl （LSTy1）, developed in the area below the slope-break. The LSTy1 is pinched out in the west of the study area. As to the thickness of LSTy1, it is thicker in the east with 50 m in its thickness than in the west. The LSTy1, rich in sandstone, can be divided into lower part LSTy1L and upper part LSTy1u based on two onlap seismic reflection phases, and core and logging data clearly. The various sediments＇ gravity flow deposits developed and the complex of lake-floor fan formed in the LSTy1 under the slope-break in the western part of the central depression region. The lake-floor fan consists of various sediments＇ gravity flow deposits, including： （1） turbidity deposits with characteristics of Bouma sequences; （2） sand-bearing muddy debrite dominated by mud and mixed by sand; （3） mud-bearing sandy debrites characterized by dominated sand and mixed by mud; （4） sandy debris laminar flow deposits with massive or inclined bedding, and （5） sandy slump deposits developed as deformational sedimentary structure. During the lower lake-level period （LSTy1L）, the western clino-form region was erosion or sediment pass-by area; the terrigenous clasttc was directly trans-ported to deep-water area, converted to channelized sandy debris flow, and combined with slump derived gravity flow deposited in the lower part of the slope and the deep depression region, which then formed lake-floor fans. During higher lake-level period （LSTylu）, terrigenous clastic deposited in the upper part of the slope, and formed deltaic depositional system; while in the lower part of the slope, the deep depression area was filled by lake-floor fans which were mainly slump deposits. The sandstone bodies of the lake-floor fan are the favorable targets of subtle oil-bearing traps in the western part of the central depression region.展开更多
【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以...【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以及不同粒径散粒体的冲刷运动特性,确定堰塞坝不同粒径松散体的冲刷起动流速和冲刷速度。基于堰塞湖区产流和库水位曲线,应用宽顶堰流基本理论,综合考虑土性材料冲刷性能与堰流之间的相互关系,进行了开槽泄流、水流计算、冲刷下切、库水位确定的迭代计算分析。【结果】合理确定了唐家山堰塞坝不同土层随着泄流变化的冲刷速率和泄流槽断面的变化;计算得到2008-06-10 T 12:00下泄最大洪峰流量为6 601 m3/s,与实际洪峰流量基本一致。【结论】提出了一种预测堰塞体开槽泄流下切冲刷分析及洪峰形成时间和确定最大洪峰流量的简化方法。展开更多
基金supported by the National Natural Science Foundation of China (No. 40772075) and Daqing Petroleum Institute, PetroChina
文摘ABSTRACT： Based on the integrated subsurface data, including those of over 600 m drilled cores, more than 30 drilled wells and 600 km^2 three-dimensional （3D） seismic-reflection data of the study area, the characteristics of the lake-floor fan of lower Yaojia （姚家） Formation have been clarified. An evident lacustrine slope break and a steep slope belt developed in the west of Songliao （松辽） basin during depositional period of Qingshankou （青山口）-Yaojia formations （K2）. The slope gradient was about 15 m/kin. During the depositional period of lower Yaojia Formation, the lake shrank and the shore line of the western Songiiao basin shifted to the lacustrine slope-break. The wedge-shaped sediment body, which is interpreted as the lowstand system tract of SQyl （LSTy1）, developed in the area below the slope-break. The LSTy1 is pinched out in the west of the study area. As to the thickness of LSTy1, it is thicker in the east with 50 m in its thickness than in the west. The LSTy1, rich in sandstone, can be divided into lower part LSTy1L and upper part LSTy1u based on two onlap seismic reflection phases, and core and logging data clearly. The various sediments＇ gravity flow deposits developed and the complex of lake-floor fan formed in the LSTy1 under the slope-break in the western part of the central depression region. The lake-floor fan consists of various sediments＇ gravity flow deposits, including： （1） turbidity deposits with characteristics of Bouma sequences; （2） sand-bearing muddy debrite dominated by mud and mixed by sand; （3） mud-bearing sandy debrites characterized by dominated sand and mixed by mud; （4） sandy debris laminar flow deposits with massive or inclined bedding, and （5） sandy slump deposits developed as deformational sedimentary structure. During the lower lake-level period （LSTy1L）, the western clino-form region was erosion or sediment pass-by area; the terrigenous clasttc was directly trans-ported to deep-water area, converted to channelized sandy debris flow, and combined with slump derived gravity flow deposited in the lower part of the slope and the deep depression region, which then formed lake-floor fans. During higher lake-level period （LSTylu）, terrigenous clastic deposited in the upper part of the slope, and formed deltaic depositional system; while in the lower part of the slope, the deep depression area was filled by lake-floor fans which were mainly slump deposits. The sandstone bodies of the lake-floor fan are the favorable targets of subtle oil-bearing traps in the western part of the central depression region.
文摘【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以及不同粒径散粒体的冲刷运动特性,确定堰塞坝不同粒径松散体的冲刷起动流速和冲刷速度。基于堰塞湖区产流和库水位曲线,应用宽顶堰流基本理论,综合考虑土性材料冲刷性能与堰流之间的相互关系,进行了开槽泄流、水流计算、冲刷下切、库水位确定的迭代计算分析。【结果】合理确定了唐家山堰塞坝不同土层随着泄流变化的冲刷速率和泄流槽断面的变化;计算得到2008-06-10 T 12:00下泄最大洪峰流量为6 601 m3/s,与实际洪峰流量基本一致。【结论】提出了一种预测堰塞体开槽泄流下切冲刷分析及洪峰形成时间和确定最大洪峰流量的简化方法。
