Revisiting the morphological method in two-dimensions to quantify bed-material transport in braided rivers     

Gilles Antoniazza  Maarten Bakker  Stuart N. Lane 《地球表面变化过程与地形》2019,44(11):2251-2267

Research in the 1990s showed that bed-material transport rates could be estimated at the reach scale in both one-dimension and, over small spatial scales (10s of m), in two-dimensions. The limit on the latter was the spatial scale over which it was possible to obtain distributed data on morphological change. Here, we revisit the morphological method given progress in both topographical data acquisition and hydraulic modelling. The bed-material transport needed to conserve mass is calculated in both one and two dimensions for a 1600 m × 300 m Alpine braided river “laboratory”. High-resolution topographical data were acquired by laser scanning to quantify Digital Elevation Models (DEMs), and morphological changes caused by the flushing of the water intake were derived from repeated surveys. Based on DEMs of differences, 1D bed-material transport rates were calculated using the morphological method. Then, a 2D hydraulic model was combined with a topographic correction to route sediment through the network of braided channels and to obtain a spatially variable estimate of transport in both downstream and cross-stream directions. Monte Carlo simulation was applied to the routing model parameters, allowing identification of the most probable parameter values needed to minimize negative transport. The results show that within-section spatial compensation of erosion and deposition using the 1D treatment leads to substantial local errors in transport rate estimates, to a degree related to braiding intensity. Even though the 2D application showed that a large proportion of the total transport was actually concentrated into one main channel during the studied low flow event, the proportion of transport in secondary anabranches is substantial when the river starts braiding. Investigations of the effects of DEM resolution, competent flow duration and survey frequency related to ‘travelling bedload’ and sequential erosion-deposition emphasized the critical importance of careful data collection in the application of the morphological method. © 2019 John Wiley & Sons, Ltd.  相似文献   

准噶尔西北缘红山嘴地区克上组辫状河三角洲沉积-储层耦合关系与综合定量评价     

高阳  刘文峰  于兴河  杨新涛 《中国地质》2020,47(4):971-984

综合岩心、薄片、分析测试资料厘定辫状河三角洲不同相带储层特征及控制因素,选取孔隙度、含砂率、优势砂厚、优势砂岩分层系数及杂基含量作为评价参数,基于灰色关联法确定权重、拐点法确定分类阈值对储层进行综合定量评价。结果表明辫状河三角洲下平原地区由于储层物性好且优势砂岩(粗砂岩)占比高而Ⅰ类储层发育;三角洲上平原地区砂体发育但以砾岩沉积为主,杂基含量高而储层质量差,多为Ⅱ类储层;三角洲前缘地区正韵律特征显著,中、粗砂岩储层质量要优于细砂岩,但优势砂岩发育规模有限,因此多以Ⅱ类、Ⅲ类储层为主。该成果可为复杂砂砾岩储层的定量评价提供借鉴。  相似文献   

狮子洋主航道特大水垂比大位移科学钻孔施工实践          下载免费PDF全文

王汇明  李军  李勇  庄生明  赵远刚  钱锋 《探矿工程》2022,49(1):135-141

粤港澳大湾区狮子洋主航道地质勘察无法采用垂直点状钻探勘察施工,为此采用水平孔勘察方案,设计了一个特大水垂比大位移科学钻孔。该孔设计孔深940 m,取心靶点14个,靶区半径5.0 m,水平段长380 m,垂深60 m,水垂比14,是国内单孔作业靶点最多、水垂比最大的钻孔之一。研究制定了一套多靶点定向钻进、水平螺杆马达原状性取心、地质录井和存储式钻杆输送测井的综合勘察技术,在水利水电勘察中首次应用,取得了良好的效果。该孔完钻孔深936.20 m,中靶率85.71%,其中,取心进尺81.70 m,机械钻速2.38 m/h,岩心采取率89.84%,精准实现了洋底主航道的地质超前预报,大幅度减少了勘察孔数量,降低了环境破坏,提高了勘察效率,保证了地质资料的连续性和可靠性,是一项值得在隧道勘察中推广使用的先进技术。  相似文献   

辫状河油藏层内非均质性及其对剩余油分布的影响     

王春伟  董佑桓  杨勇  杨向东  陈鑫 《地质与资源》2022,31(6):770-775

辫状河油藏是我国主要油藏类型之一,目前普遍进入高含水期,层内非均质严重制约其高效开发. 本文以孔店油田馆陶组岩心、测井资料为基础,结合生产开发数据,分析了辫状河油藏层内非均质性及其对剩余油分布的影响. 结果表明:研究区储层成因为辫状河道及心滩. 辫状河道为正韵律,物性差异大,夹层薄;而心滩以复合正韵律为主,物性差异中等偏强,夹层厚. 由心滩对应的采油井夹层控制的剩余油较多,垂积体的上部易形成剩余油富集区,挖掘潜力大.  相似文献   

北祁连西段肃南地区下志留统肮脏沟组河流相的发现及其大地构造意义     

侯乾  牟传龙  郑斌嵩  葛祥英 《地质论评》2021,67(3):612-624

北祁连地区位于中国中央造山带中段,具有典型造山带的特征。区内志留系肮脏沟组沉积环境存在较大争议,以致对其沉积期古地理格局的认识就存在很大差异。本研究选取志留系肮脏沟组发育齐全的肃南地区老虎沟剖面为研究对象,通过野外剖面实测、室内薄片鉴定和碎屑岩粒度分析等方法对老虎沟剖面肮脏沟组沉积充填序列、沉积构造和沉积相类型进行了细致分析。北祁连肃南地区老虎沟剖面志留系肮脏沟组发育大套的砾岩、砂砾岩和含砾砂岩,沉积构造以大型槽状交错层理、板状交错层理、平行层理和底冲刷构造为主,其中砂岩碎屑的成分和结构成熟度都较低;砂岩段的滚动组分含量较高,纵向剖面上显示为向上远离物源区,粒度变细的演化序列。沉积特征指示北祁连肃南地区老虎沟剖面志留系肮脏沟组的沉积相为辫状河流相,并非前人认为的造山俯冲阶段或者弧陆碰撞阶段的深水海相沉积,而是已经发生陆—陆碰撞形成的陆相沉积。此时北祁连东部地区还未发生陆—陆碰撞,由此可知北祁连在早志留世碰撞为"西早东晚"的不规则点式碰撞。本研究有助于深化对北祁连造山带志留纪的古地理格局和其大地构造背景的认识。  相似文献   

准噶尔盆地玛湖凹陷八道湾组一段沉积微相特征——以TX1井区为例          下载免费PDF全文

刘晓丽 《沉积与特提斯地质》2021,41(1):100-105

通过岩石学、沉积学及测井等方法,对准噶尔盆地TX1井区侏罗系八道湾组一段进行详细研究,认为侏罗系八道湾组一段主要发育复成分砾岩、砾状砂岩及砂岩,煤夹层;沉积构造发育,兼具水上及水下沉积的特点,发育粒序层理、中大型交错层理及冲刷充填、植物枝干印模等沉积构造;测井上具箱型、漏斗型、指状、线性等响应。沉积相纵向上逐渐向盆地边缘退积演化,其中三角洲平原亚相在2~5砂组较为发育,以辫状分流河道及河道间的河漫沼泽沉积为主,前缘亚相在1砂组较为发育,以水下分流河道及支流间湾沉积为主。辫状河三角洲前缘水下分流河道微相是最有利的储集相带,孔渗结构较优,原油含水率低;辫状河三角洲平原分流河道微相次之,其储层非均质性强,原油含水率较高。  相似文献   

辫状河三角洲沉积特征与生长演变规律——水槽沉积模拟实验研究     

何艺玮  房元龙  冯文杰  刘远航  范洋  郭华粘  张佩  贾风娟 《地质论评》2023,69(2):2023020002-2023020002

辫状河三角洲是一类常见的沉积体系,也是一类常见的油气储层,其沉积特征、沉积演化过程及内部结构一直受到沉积学研究的关注。为明确辫状河三角洲沉积特征、演化过程及生长演变规律,笔者等通过水槽实验模拟辫状河三角洲在平缓的水下底形上逐步发育的过程,并采用三维激光扫描仪、延时拍照等手段进行精准的沉积地貌监测和定量沉积学分析。研究表明：① 辫状河三角洲沉积演化过程中,三角洲的规模、水流分散样式、沉积体表面地貌特征及沉积物分布样式存在阶段性差异,可据此将实验辫状河三角洲的演化分为3个阶段。② 在最初阶段,辫状河携带沉积物直接入“湖”堆积并形成朵状河口坝,入“湖”水流无明显的水道化特征,随着朵状河口坝逐渐堆积露出水面,三角洲平原初步形成,平原上河道开始分流并导致后续河口坝转变为连续的弧形坝分布于先期沉积体周缘,这一阶段三角洲平均半径快速增加;进入第二阶段后,三角洲平均半径增速减缓,供给河道进入三角洲平原后形成1~2条主干分流河道与多条次级分流河道,并在主干河道河口区形成弧形的前缘朵体;到第三阶段,三角洲平原面积已经较大,其平均半径增速进一步降低,平原上分流河道的分叉性更强、宽度更小,不同分流河道规模接近并可同时将沉积物输送到三角洲前缘多个部位发生沉积,在同一时期形成多个孤立的小规模的前缘朵体。③ 在整个沉积演化过程中,伴随着三角洲规模的逐渐增大,分流河道的宽度逐步减小、流程变长、分流河道数量逐步增加,三角洲前缘沉积由少量弧形的连续分布朵体转变为多个孤立分布的小规模朵体。④ 在第二、三阶段,分流河道表现为多个侵蚀—回填的自旋回演化过程,形成了多套自旋回沉积复合体。⑤ 辫状河三角洲前积层存在自下而上、由近向远表现为沉积连续性逐步减小、叠切规律逐渐复杂的特性。通过水槽实验揭示辫状河三角洲沉积演化过程及内部结构,可为露头解剖与地下储层研究提供参考。  相似文献   

辫状河三角洲沉积特征与生长演变规律——水槽沉积模拟实验研究     

何艺玮  房元龙  冯文杰  刘远航  范洋  郭华粘  张佩  贾风娟 《地质论评》2023,69(4):1564-1580

辫状河三角洲是一类常见的沉积体系,也是一类常见的油气储层,其沉积特征、沉积演化过程及内部结构一直受到沉积学研究的关注。为明确辫状河三角洲沉积特征、演化过程及生长演变规律,笔者等通过水槽实验模拟辫状河三角洲在平缓的水下底形上逐步发育的过程,并采用三维激光扫描仪、延时拍照等手段进行精准的沉积地貌监测和定量沉积学分析。研究表明：(1)辫状河三角洲沉积演化过程中,三角洲的规模、水流分散样式、沉积体表面地貌特征及沉积物分布样式存在阶段性差异,可据此将实验辫状河三角洲的演化分为3个阶段。(2)在最初阶段,辫状河携带沉积物直接入“湖”堆积并形成朵状河口坝,入“湖”水流无明显的水道化特征,随着朵状河口坝逐渐堆积露出水面,三角洲平原初步形成,平原上河道开始分流并导致后续河口坝转变为连续的弧形坝分布于先期沉积体周缘,这一阶段三角洲平均半径快速增加;进入第二阶段后,三角洲平均半径增速减缓,供给河道进入三角洲平原后形成1～2条主干分流河道与多条次级分流河道,并在主干河道河口区形成弧形的前缘朵体;到第三阶段,三角洲平原面积已经较大,其平均半径增速进一步降低,平原上分流河道的分叉性更强、宽度更小,不同分流河道规模...  相似文献   

阵发性洪水条件下辫状河型冲积扇构型研究:以准噶尔盆地西北缘现代白杨河冲积扇为例^*          下载免费PDF全文

纪友亮  张月  周勇  计璐璐  任红燕  郭姗姗  高晨曦  马铮涛  刘笑语  刘大卫  段小兵  桓芝俊  高崇龙  郭瑞婧  庞传梦  孙佳  杨栋吉 《古地理学报》2023,25(2):255-276

白杨河冲积扇是由阵发性洪水期的碎屑流沉积物与间洪期辫状河沉积物组成的复合型冲积扇,其构型与碎屑流扇的构型和河流型扇的构型有很大的不同。本研究选取准噶尔盆地西北缘干旱气候下发育的现代白杨河冲积扇作为解剖实例,对103个天然剖面和9个人工大型探槽进行了详细测量,在沉积微相及不同级别的沉积构型的观测和分析的基础上,分析了阵发性洪水条件下间歇性辫状河型冲积扇体的地貌单元的演化过程和沉积构型特征,研究不同流态的阵发性洪水条件下各种建造和改造机制,明确受阵发性洪水控制的间歇性辫状河型冲积扇的沉积特征,建立了其沉积构型模式。认为: 在洪水期,阵发性洪流(碎屑流)形成席状化的片流(或片洪)沉积,在洪退期,随着洪水强度的减弱,又转变为辫流沉积,而在间洪期,仍有持续的辫状流体(牵引流)在限制性的水道中流动,并对洪水期的碎屑流沉积物进行改造,形成了限制性的(条带状的)辫状河道沉积,2个时期的沉积物在时空上频繁叠置,形成了一种更加复杂的沉积构型。该模式对油田地下冲积扇砂砾储集层的成因识别、预测及对比具有一定的参考价值。  相似文献   

Controls on the lateral channel-migration rate of braided channel systems in coarse non-cohesive sediment     

Aaron Bufe  Jens M. Turowski  Douglas W. Burbank  Chris Paola  Andrew D. Wickert  Stefanie Tofelde 《地球表面变化过程与地形》2019,44(14):2823-2836

Lateral movements of alluvial river channels control the extent and reworking rates of alluvial fans, floodplains, deltas, and alluvial sections of bedrock rivers. These lateral movements can occur by gradual channel migration or by sudden changes in channel position (avulsions). Whereas models exist for rates of river avulsion, we lack a detailed understanding of the rates of lateral channel migration on the scale of a channel belt. In a two-step process, we develop here an expression for the lateral migration rate of braided channel systems in coarse, non-cohesive sediment. On the basis of photographic and topographic data from laboratory experiments of braided channels performed under constant external boundary conditions, we first explore the impact of autogenic variations of the channel-system geometry (i.e. channel-bank heights, water depths, channel-system width, and channel slope) on channel-migration rates. In agreement with theoretical expectations, we find that, under such constant boundary conditions, the laterally reworked volume of sediment is constant and lateral channel-migration rates scale inversely with the channel-bank height. Furthermore, when channel-bank heights are accounted for, lateral migration rates are independent of the remaining channel geometry parameters. These constraints allow us, in a second step, to derive two alternative expressions for lateral channel-migration rates under different boundary conditions using dimensional analysis. Fits of a compilation of laboratory experiments to these expressions suggest that, for a given channel bank-height, migration rates are strongly sensitive to water discharges and more weakly sensitive to sediment discharges. In addition, external perturbations, such as changes in sediment and water discharges or base level fall, can indirectly affect lateral channel-migration rates by modulating channel-bank heights. © 2019 The Author. Earth Surface Processes and Landforms published by John Wiley & Sons, Ltd. © 2019 The Author. Earth Surface Processes and Landforms published by John Wiley & Sons, Ltd.  相似文献