[1] 操应长,王健,刘惠民,贾光华,万念明. 2009. 东营凹陷南坡沙四上亚段滩坝砂体的沉积特征及模式. 中国石油大学学报(自然科学版), 33(6): 5-10.
[Cao Y C,Wang J,Liu H M,Jiang G H,Wan N M. 2009. Sedimentary characteristics and models of beach-bar sandbodies in the upper part of the fourth member of Paleogene in the south slope of Dongying depression. Journal of China University of Petroleum, 33(6): 5-10]
[2] 高艺,姜在兴,李俊杰,刘圣乾,吴明昊,王夏斌. 2015. 古地貌恢复及其对滩坝沉积的控制作用: 以辽河西部凹陷曙北地区沙四段为例. 油气地质与采收率, 22(5): 40-46.
[Gao Y,Jiang Z X,Li J J,Liu S Q,Wu M H,Wang X B. 2015. Restoration of paleogeomorphology and its controlling effect on deposition of beach-bar sand bodies: a case study of the fourth member of Shahejie Formation,Shubei area,Liaohe Western Sag. Petroleum Geology and Recovery Efficiency, 22(5): 40-46]
[3] 姜在兴. 2016. 风场—物源—盆地系统沉积动力学: 沉积体系成因解释与分布预测新概念. 北京: 科学出版社,1-435.
[Jiang Z X. 2016. Sedimentary Dynamics of Windfield-Source-Basin System: New Concept for Interpretation and Prediction. Beijing: Science Press,1-435]
[4] 姜在兴,刘晖. 2010. 古湖岸线的识别及其对砂体和油气的控制. 古地理学报, 12(5): 589-598.
[Jiang Z X,Liu H. 2010. Lacustrine palaeoshoreline and its controls on sandbodies and hydrocarbon. Journal of Palaeogeography(Chinese Edition), 12(5): 589-598]
[5] 姜在兴,王俊辉,张元福. 2015. 滩坝沉积研究进展综述. 古地理学报, 17(4): 427-440.
[Jiang Z X,Wang J H,Zhang Y F. 2015. Advances in beach-bar research: A review. Journal of Palaeogeography(Chinese Edition), 17(4): 427-440]
[6] 姜在兴,王俊辉,张元福,张建国,宋明水,王玉华,姜洪福. 2020. “风—源—盆”三元耦合油气储集体预测方法及其应用: 对非主力物源区储集体的解释与预测. 石油学报, 41(12): 1465-1476.
[Jiang Z X,Wang J H,Zhang Y F,Zhang J G,Song M S,Wang Y H,Jiang H F. 2020. Ternary “Windfield-Source-Basin”system for the prediction of hydrocarbon reservoirs: interpretation and prediction of hydrocarbon reservoirs deviated from the main provenance areas. Acta Petrolei Sinica, 41(12): 1465-1476]
[7] 姜正龙,邓宏文,林会喜,王林. 2009. 古地貌恢复方法及应用: 以济阳坳陷桩西地区沙二段为例. 现代地质,23(5),865-871.
[Jiang Z L,Deng H W,Lin H X,Wang L. 2009. Methods and application of paleo-geomorphologies rebuilding: an example of the second member of Shahejie Formation,Zhuangxi Area,Jiyang Depression. Geoscience, 23(5): 865-871]
[8] 李国斌. 2009. 东营凹陷西部古近系沙河街组沙四上亚段滩坝沉积体系研究. 中国地质大学(北京)博士论文: 1-97.
[Li G B. 2009. Study on the sedimentary system of beach and bar in the Upper Fourth Member of Shahejie Formation of the Paleogene in the western Dongying Sag. Doctoral dissertation of China University of Geosciences(Beijing): 1-97]
[9] 李国斌,姜在兴,王升兰,周浩玮,王天奇,张亚军. 2010. 薄互层滩坝砂体的定量预测: 以东营凹陷古近系沙四上亚段Es4上)为例. 中国地质, 37(6): 1659-1671.
[Li G B,Jiang Z X,Wang S L,Zhou H W,Wang T Q,Zhang Y J. 2010. The quantitative prognosis of thin interbedded beach-bar sandbodies: a case study of the upper 4th submember of the Paleogene Shahejie Formation in Dongying Sag. Geology in China, 37(6): 1659-1671]
[10] 李守军,郑德顺,姜在兴,胡斌,王金香,焦叶红. 2005. 用介形类优势分异度恢复古湖盆的水深: 以山东东营凹陷古近系沙河街组沙三段湖盆为例. 古地理学报, 7(3): 399-404.
[Li S J,Zheng D S,Jiang Z X,Hu B,Wang J X,Jiao Y H. 2005. Water depth of palaeo-lacustrine basin recovered by dominance diversity of Ostracoda: an example from sedimentary period of the Member 3 of Shahejie Formation of Paleogene in Dongying Sag,Shandong Province. Journal of Palaeogeography(Chinese Edition), 7(3): 399-404]
[11] 李玉成,董国海. 1993. 缓坡上不规则波浪的破碎指标. 水动力学研究与进展(A辑), 8(1): 21-27.
[Li Y C,Dong G H. 1993. Breaker indices of irregular waves on gentle beach. Journal of Hydrodynamics(Series A), 8(1): 21-27]
[12] 李玉成,董国海,滕斌. 1991. 浅水区波浪的破碎指标. 水动力学研究与进展(A辑), 6(2): 99-109.
[Li Y C,Dong G H,Teng B. 1991. Wave breaker indices in finite water depth. Journal of Hydrodynamics(Series A), 6(2): 99-109]
[13] 刘立安,姜在兴. 2011. 古风向重建指征研究进展. 地理科学进展, 30(9): 1099-1106.
[Liu L A,Jiang Z X. 2011. Advances in the indicator of palaeowind direction reconstruction. Progress in Geography, 30(9): 1099-1106]
[14] 庞军刚,云正文. 2013. 陆相沉积古气候恢复研究进展. 长江大学学报(自然科学版), 10(20): 54-56.
[Pang J G,Yun Z W. 2013. Progress of paleoclimate reconstruction in continental facies deposition. Journal of Yangtze University(Natural Science Edition), 10(20): 54-56]
[15] 苏新,丁旋,姜在兴,胡斌,孟美岑,陈萌莎. 2012. 用微体古生物定量水深法对东营凹陷沙四上亚段沉积早期湖泊水深再造. 地学前缘, 19(1): 188-199.
[Su X,Ding X,Jiang Z X,Hu B,Meng M C,Chen M S. 2012. Using of multi-microfossil proxies for reconstructing quantitative paleo-water depth during the deposit period of LST of Es4s in Dongying Depression. Earth Science Frontiers, 19(1): 188-199]
[16] 滕学春,吴秀杰,董吉田. 1985. 浅水风浪要素计算方法. 黄渤海海洋, 3(3): 5-16.
[Teng X C,Wu X J,Dong J T. 1985. A method of calculating wind wave elements. Journal of Oceanography of Huanghai & Bohai Seas, 3(3): 5-16]
[17] 王俊辉. 2016. 东营凹陷始新统风场—物源—盆地系统沉积动力学研究. 中国地质大学(北京)博士论文: 1-159.
[Wang J H. 2016. Sedimentary dynamics of a wind-source-basin system in the Eocene Dongying Depression. Doctoral dissertation of China University of Geosciences(Beijing): 1-159]
[18] 王俊辉,姜在兴,鲜本忠,张春明,刘立安. 2018. 古风力恢复研究进展: 利用介质的搬运能力. 地学前缘, 25(2): 309-318.
[Wang J H,Jiang Z X,Xian B Z,Zhang C M,Liu L A. 2018. Advances in paleowind strength reconstruction techniques: use of transporting capacity analysis. Earth Science Frontiers, 25(2): 309-318]
[19] 伍光和,王乃昂,胡双熙,田连恕,张建明. 2008. 自然地理学. 北京: 高等教育出版社.
[Wu G H,Wang N A,Hu S X,Tian L S,Zhang J M. 2008. Physical Geography. Beijing: Higher Education Press]
[20] 朱炳祥. 1989. 无量纲的风浪高度与风浪爬高的计算. 铁道工程学报, 6(4): 181-188.
[Zhu B X. 1989. Calculation of dimensionless wave height and runup. Journal of Railway Engineering Society, 6(4): 181-188]
[21] Adams K D. 2003. Estimating palaeowind strength from beach deposits.Sedimentology, 50: 565-577.
[22] Adams K D. 2004. Estimating palaeowind strength from beach deposits-reply.Sedimentology, 51: 671-673.
[23] Allen P A. 1981. Wave-generated structures in the Devonian lacustrine sediments of south-east Shetland and ancient wave conditions.Sedimentology, 28: 369-379.
[24] Allen P A. 1984. Reconstruction of ancient sea conditions with an example from the Swiss Molasse.Marine Geology, 60: 455-473.
[25] Bagnold R A. 1940. Beach formation by waves;some model experiments in a wave tank. Journal of the Institution of Civil Engineers, 15(1): 27-52.
[26] Blenkinsopp C E,Matias A,Howe D,Castelle B,Marieu V,Turner I L. 2016. Wave runup and overwash on a prototype-scale sand barrier.Coastal Engineering, 113: 88-103.
[27] Buscombe D,Masselink G. 2006. Concepts in gravel beach dynamics. Earth-Science Reviews, 79: 33-52.
[28] CERC.1984. Shore Protection Manual. Washington,DC: US Army Corps of Engineers,US Government Printing Office.
[29] Coco G,Murray A B. 2007. Patterns in the sand: from forcing templates to self-organization.Geomorphology, 91(3-4): 271-290.
[30] Collins I A. 1970. Probability of breaking wave characteristics.Proceedings of the 12th International Conference on Coastal Engineering.ASCE: 399-414.
[31] Dabrio C J,Polo M D. 1981. Flow regime and bedforms in a ridge and runnel system,S.E.Spain.Sedimentary Geology, 28: 97-110.
[32] Davidson-Arnott R G D. 2013. Nearshore Bars.In: Shroder J F,Sherman D J(eds). Treatise on Geomorphology,Vol 10,Coastal Geomorphology,San Diego: Academic Press, 130-148.
[33] Davidson-Arnott R G D,Greenwood B. 1974. Bedforms and structures associated with bar topography in the shallow-water wave environment,Kouchibouguac Bay,New Brunswick,Canada. Journal of Sedimentary Petrology, 44: 698-704.
[34] Diem B. 1985. Analytical method for estimating palaeowave climate and water depth from wave ripple marks.Sedimentology, 32: 705-720.
[35] Drønen N,Deigaard R. 2007. Quasi-three-dimensional modelling of the morphology of longshore bars.Coastal Engineering, 54: 197-215.
[36] Dupré W R. 1984. Reconstruction of paleo-wave conditions during the late Pleistocene from Marine terrace deposits,Monterey Bay California.Marine Geology, 60: 435-454.
[37] Dyhr-Nielsen M,Sorensen T. 1970. Sand transport phenomena on coast with bars.In: America Society of Civil Engineering.Proceedings of the 12th International Conference on Coastal Engineering.New York,ASCE.
[38] Eastwood K D,Kocurek G,Mohrig D,Swanson T. 2012. Methodology for reconstructing wind direction,wind speed and duration of wind events from aeolian cross-strata. Journal of Geophysical Research: Earth Surface,117,F03035,doi: 10.1029/2012JF002368.
[39] Evans O F. 1940. The low and ball of the east shore of Lake Michigan. Journal of Geology, 48: 476-511.
[40] Gallagher E L,Elgar S,Guza R T. 1998. Observations of sand bar evolution on a natural beach. Journal of Geophysical Research,103(C2): 3203-3215.
[41] Goda Y. 1970. A synthesis of breaker indices.Proceedings of the JSCE: 39-49.
[42] Greenwood B,Permanand-Schwartz A,Houser C A. 2006. Emergence and migration of a nearshore bar: sediment flux and morphological change on a multi-barred beach in the Great Lakes.Géographie Physique et Quaternaire, 60(1): 31-47.
[43] Hesp P A. 2006. Sand beach ridges: Definitions and redefinition. Journal of Coastal Research,Special Issue, 39: 72-75.
[44] Houser C,Greenwood B. 2005. Hydrodynamics and sediment transport within the inner surf zone of a lacustrine multiple-barred nearshore.Marine Geology, 218: 37-63.
[45] Immenhauser A. 2009. Estimating palaeo-water depth from the physical rock record. Earth-Science Reviews, 96: 107-139.
[46] Jiang Z,Wang J,Fulthorpe C S,Liu L A,Zhang Y F,Liu H M. 2018. A quantitative model of paleowind reconstruction using subsurface lacustrine longshore bar deposits: an attempt.Sedimentary Geology, 371: 1-15.
[47] Keulegan G H. 1948. An experimental study of submarine sand bars.Technical Report,No.3,Beach Erosion Board.Office of the Chief of Engineers,Corps of Engineers,U.S.Army.
[48] Knott J R,Fantozzi J M,Ferguson K M,Keller S E,Nadimi K,Rath C A,Tarnowski J M,Vitale M L. 2012. Paleowind velocity and paleocurrents of pluvial Lake Manly,Death Valley,USA.Quaternary Research, 78: 363-372.
[49] Komar P D. 1998. Beach Processes and Sedimentation.Upper Saddle River,NJ: Prentice Hall.
[50] Le Roux J P. 2007. A simple method to determine breaker height and depth for different deepwater wave height/length ratios and sea floor slopes.Coastal Engineering, 54: 271-277.
[51] Li Y,Dong G. 1993. Wave breaking phenomena of irregular waves combined with opposing current.China Ocean Engineering, 7(2): 197-206.
[52] Lorang M S. 2002. Predicting the crest height of a gravel beach.Geomorphology, 48: 87-101.
[53] Mason O K,Hopkins D M,Plug L. 1997. Chronology and paleoclimate of storm-induced erosion and episodic dune growth across Cape Espenberg Spit,Alaska,USA. Journal of Coastal Research, 13: 770-797.
[54] Masselink G,Evans D,Hughes M G,Russell P. 2005. Suspended sediment transport in the swash zone of a dissipative beach.Marine Geology, 216(3): 169-189.
[55] Matias A,Masselink G,Castelle B,Blenkinsopp C E,Kroon A. 2016. Measurements of morphodynamic and hydrodynamic overwash processes in a large-scale wave flume.Coastal Engineering, 113: 33-46.
[56] Nott J F. 2003. Intensity of prehistoric tropical cyclones. Journal of Geophysical Research: Atmospheres,108,4212,doi: 10.1029/2002JD002726,D7.
[57] Orme A J,Orme A R. 1991. Relict barrier beaches as paleoenvironmental indicators in the California desert.Physical Geography, 12(4): 334-346.
[58] Otto T. 1912. Der Darss und Zingst. Jahresbericht der Geographischen Gesellschaft zu Greifswald, 13: 393-403.
[59] Otvos E G. 2000. Beach ridges-Definitions and significance.Geomorphology,32: 83-108.
[60] Otvos E G. 2001. Assumed Holocene highstands,Gulf of Mexico: basic issues of sedimentary and landform criteria-Discussion. Journal of Sedimentary Research,71: 645-647.
[61] Price T D,Ruessink B G. 2011. State dynamics of a double sandbar system.Continental Shelf Research, 31: 659-674.
[62] Pruszak Z,Różyński G,Zeidler R B. 1997. Statistical properties of multiple bars.Coastal Engineering, 31(1): 263-280.
[63] Quan C,Liu C,Utescher T. 2011. Paleogene evolution of precipitation in Northeastern China supporting the Middle Eocene intensification of the east Asian monsoon.Palaios, 26: 743-753.
[64] Quan C,Liu C,Utescher T. 2012a. Paleogene temperature gradient,seasonal variation and climate evolution of northeast China.Palaeogeography,Palaeoclimatology,Palaeoecology, 313-314: 150-161.
[65] Quan C,Liu C,Utescher T. 2012b. Eocene monsoon prevalence over China: a paleobotanical perspective.Palaeogeography,Palaeoclimatology,Palaeoecology, 365-366: 302-311.
[66] Sawaragi T. 1995. Coastal Engineering-Waves,Beaches,Wave-structure Interactions. Amsterdam: Elsevier.
[67] Schwartz R K. 2012. Bedform,texture,and longshore bar development in response to combined storm wave and current dynamics in a nearshore helical flow system. Journal of Coastal Research, 28(6): 1512-1535.
[68] Tamura T. 2012. Beach ridges and prograded beach deposits as palaeoenvironment records. Earth-Science Reviews, 114: 279-297.
[69] Tanner W F. 1971. Numerical estimates of ancient waves,water depth and fetch.Sedimentology, 16: 71-88.
[70] Tanner W F. 1995. Origin of beach ridges and swales.Marine Geology, 129: 149-161.
[71] Taylor A W,Ritts B D. 2004. Mesoscale heterogeneity of fluvial-lacustrine reservoir analogues: examples from the Eocene Green River and Colton Formations,Uinta Basin,Utah,USA. Journal of Petroleum Geology, 27(1): 3-26.
[72] Thornton E B,Humiston R T,Birkemeier W. 1996. Bar/trough generation on a natural beach. Journal of Geophysical Research,101(C5): 12097-12110.
[73] Wang J,Jiang Z,Xian B,Chen J,Wang X B,Xu W M,Liu H. 2018. A method to define the palaeowind strength from lacustrine parameters.Sedimentology, 65: 461-491.
[74] Weggel R J. 1972. Maximum breaker height. Journal of the Waterways,Harbors and Coastal Engineering Division, 98(4): 529-548. |