Article(id=1241394834225811681, tenantId=1146029695717560320, journalId=1227999626482147330, issueId=1241394830056681606, articleNumber=null, orderNo=null, doi=10.16579/j.issn.1001.9669.2025.05.007, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1698076800000, receivedDateStr=2023-10-24, revisedDate=1700150400000, revisedDateStr=2023-11-17, acceptedDate=null, acceptedDateStr=null, onlineDate=1773901192480, onlineDateStr=2026-03-19, pubDate=1747238400000, pubDateStr=2025-05-15, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1773901192480, onlineIssueDateStr=2026-03-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1773901192480, creator=13701087609, updateTime=1773901192480, updator=13701087609, issue=Issue{id=1241394830056681606, tenantId=1146029695717560320, journalId=1227999626482147330, year='2025', volume='47', issue='5', pageStart='1', pageEnd='158', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1773901191486, creator=13701087609, updateTime=1773901239759, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1241395032599613636, tenantId=1146029695717560320, journalId=1227999626482147330, issueId=1241394830056681606, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1241395032599613637, tenantId=1146029695717560320, journalId=1227999626482147330, issueId=1241394830056681606, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=55, endPage=62, ext={EN=ArticleExt(id=1241394834481664229, articleId=1241394834225811681, tenantId=1146029695717560320, journalId=1227999626482147330, language=EN, title=Analysis of combined excitation effect of shear-wave vibroseis, columnId=1228282191914926752, journalTitle=Journal of Mechanical Strength, columnName=Vibration·Noise·Monitoring·Diagnosis, runingTitle=null, highlight=null, articleAbstract=

Limited by the vibrator structure, there are some problems such as low down-going earth energy and shallow down-going depth of shear-wave signals when the shear-wave vibroseis is excited. Therefore, the influence of different combinations of shear-wave vibroseis vibrators on the excitation effect was innovatively studied through the three-dimensional finite element numerical simulation. Firstly, based on three-dimensional nine-component data and two types of combinations,eight modes of vibration excitation of combined shear-wave vibroseis were considered, a vibrator-earth finite element model was established, and an evaluation system of the vibration excitation effect of the combined shear-wave vibroseis was constructed. Secondly, based on this evaluation system, the influence of the various combined excitation modes of the shear-wave vibroseis on the downward energy of the earth, the downward depth of shear-wave signals and the mutual interference between combined excitation waves was analyzed in detail. The results show that, compared with a single shear-wave vibroseis, when two SHY shear-wave vibroseises are arranged side by side for the normal excitation, the incoming earth energy is increased by 86.36%, and the displacement amplitude of earth particles is increased by 73.40% on average. When two SHX shear-wave vibroseises are excited in the normal direction, the incoming earth energy increases by 97.48%, and the displacement amplitude of earth particles increases by 58.61% on average, which greatly improves the excitation effect. The research results can provide the guidance for improving the excitation effect of the shear-wave vibroseis and the reference for the design of combined excitation mode of the shear-wave vibroseis.

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HUANG Zhiqiang, E-mail:
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受振动器结构限制,横波可控震源激振时存在下传大地能量低和横波信号下传深度浅等问题。为此,通过三维有限元数值模拟创新性地研究了不同组合的横波可控震源振动器对激振效果的影响。首先,基于三维九分量资料和两大组合类型,考虑了8种组合横波可控震源振动器激振方式,建立了振动器-大地有限元模型,构建了组合横波可控震源振动器激振效果评价体系;其次,基于该评价体系,详细地分析了各种横波可控震源振动器组合激振方式对大地的下传能量、横波信号下传深度和组合激发波间的相互干涉影响。结果表明,相较于单个横波可控震源,两台SHY横波可控震源并排组合同向激振时,传入大地能量提升86.36%,大地粒子位移振幅平均提升73.40%;两台SHX横波可控震源单排组合同向激振时,传入大地能量提升97.48%,大地粒子位移振幅平均提升58.61%,较大幅度地提升了激振效果。研究成果可为提升横波可控震源激振效果提供指导,也可为横波可控震源组合激发设计研究提供参考。

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黄志强,男,1968年生,四川眉山人,博士,教授;主要研究方向为石油天然气装备;E-mail:

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黄志强,男,1968年生,四川眉山人,博士,教授;主要研究方向为石油天然气装备;E-mail:

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黄志强,男,1968年生,四川眉山人,博士,教授;主要研究方向为石油天然气装备;E-mail:

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Material parameters

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材料
Material
密度
Density/(kg/m³)
弹性模量
Modulus of elasticity/Pa
泊松比
Poisson ratio
弹性土Elastic soil1 8002.7×1070.32
45钢45 steel7 8502.12×10110.31
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材料参数

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材料
Material
密度
Density/(kg/m³)
弹性模量
Modulus of elasticity/Pa
泊松比
Poisson ratio
弹性土Elastic soil1 8002.7×1070.32
45钢45 steel7 8502.12×10110.31
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横波可控震源组合激振效果分析
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黄志强 , 游正涛 , 李刚 , 付铭威 , 王若豪 , 帅军 , 张国旭
机械强度 | 振动·噪声·监测·诊断 2025,47(5): 55-62
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机械强度 | 振动·噪声·监测·诊断 2025, 47(5): 55-62
横波可控震源组合激振效果分析
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黄志强 , 游正涛, 李刚, 付铭威, 王若豪, 帅军, 张国旭
作者信息
  • 西南石油大学 机电工程学院,成都 610500
  • 黄志强,男,1968年生,四川眉山人,博士,教授;主要研究方向为石油天然气装备;E-mail:

Analysis of combined excitation effect of shear-wave vibroseis
Zhiqiang HUANG , Zhengtao YOU, Gang LI, Mingwei FU, Ruohao WANG, Jun SHUAI, Guoxu ZHANG
Affiliations
  • School of Mechanical and Electrical Engineering, Southwest Petroleum University, Chengdu 610500, China
出版时间: 2025-05-15 doi: 10.16579/j.issn.1001.9669.2025.05.007
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受振动器结构限制,横波可控震源激振时存在下传大地能量低和横波信号下传深度浅等问题。为此,通过三维有限元数值模拟创新性地研究了不同组合的横波可控震源振动器对激振效果的影响。首先,基于三维九分量资料和两大组合类型,考虑了8种组合横波可控震源振动器激振方式,建立了振动器-大地有限元模型,构建了组合横波可控震源振动器激振效果评价体系;其次,基于该评价体系,详细地分析了各种横波可控震源振动器组合激振方式对大地的下传能量、横波信号下传深度和组合激发波间的相互干涉影响。结果表明,相较于单个横波可控震源,两台SHY横波可控震源并排组合同向激振时,传入大地能量提升86.36%,大地粒子位移振幅平均提升73.40%;两台SHX横波可控震源单排组合同向激振时,传入大地能量提升97.48%,大地粒子位移振幅平均提升58.61%,较大幅度地提升了激振效果。研究成果可为提升横波可控震源激振效果提供指导,也可为横波可控震源组合激发设计研究提供参考。

横波可控震源  /  组合横波振动器  /  组合激振效果  /  地震勘探  /  有限元法

Limited by the vibrator structure, there are some problems such as low down-going earth energy and shallow down-going depth of shear-wave signals when the shear-wave vibroseis is excited. Therefore, the influence of different combinations of shear-wave vibroseis vibrators on the excitation effect was innovatively studied through the three-dimensional finite element numerical simulation. Firstly, based on three-dimensional nine-component data and two types of combinations,eight modes of vibration excitation of combined shear-wave vibroseis were considered, a vibrator-earth finite element model was established, and an evaluation system of the vibration excitation effect of the combined shear-wave vibroseis was constructed. Secondly, based on this evaluation system, the influence of the various combined excitation modes of the shear-wave vibroseis on the downward energy of the earth, the downward depth of shear-wave signals and the mutual interference between combined excitation waves was analyzed in detail. The results show that, compared with a single shear-wave vibroseis, when two SHY shear-wave vibroseises are arranged side by side for the normal excitation, the incoming earth energy is increased by 86.36%, and the displacement amplitude of earth particles is increased by 73.40% on average. When two SHX shear-wave vibroseises are excited in the normal direction, the incoming earth energy increases by 97.48%, and the displacement amplitude of earth particles increases by 58.61% on average, which greatly improves the excitation effect. The research results can provide the guidance for improving the excitation effect of the shear-wave vibroseis and the reference for the design of combined excitation mode of the shear-wave vibroseis.

Shear-wave vibroseis  /  Combined shear-wave vibrator  /  Combined excitation effect  /  Seismic prospecting  /  Finite element method
黄志强, 游正涛, 李刚, 付铭威, 王若豪, 帅军, 张国旭. 横波可控震源组合激振效果分析. 机械强度, 2025 , 47 (5) : 55 -62 . DOI: 10.16579/j.issn.1001.9669.2025.05.007
Zhiqiang HUANG, Zhengtao YOU, Gang LI, Mingwei FU, Ruohao WANG, Jun SHUAI, Guoxu ZHANG. Analysis of combined excitation effect of shear-wave vibroseis[J]. Journal of Mechanical Strength, 2025 , 47 (5) : 55 -62 . DOI: 10.16579/j.issn.1001.9669.2025.05.007
根据产生的地震波传播方式不同,可控震源分为纵波可控震源和横波可控震源[1-2]。横波相较纵波拥有更高垂直分辨率、反演地层信息更加完整等优点[3]。然而,受振动器结构影响,横波激发难度大、传播稳定性差,导致横波可控震源相较于纵波可控震源的激振效果较弱[4]106520,主要表现为传入大地能量低、横波信号下传深度浅等[5]41-50,限制了横波勘探效果。
为提升横波可控震源的勘探效果,国内外研究者主要从反演成像、振动器系统和平板结构等3个方面进行深入研究。为探究横波反演成像对勘探效果的影响,VANNESTE等[6-8]提出新的反演方法,分析出高分辨率的数据;王波等[9]基于建立的理论数学模型提出一种高精度的垂直横向等参数介质水平偏振横波反射系数近似方程,开发了一种水平偏振横波反演方法,该新型反演方法能够获得准确、高分辨的横波各向异性参数。尽管反演成像方法的改进可获得更完善的反演数据图像,但未改变横波信号下传深度浅等关键问题,对横波勘探效果提升较弱。因此,研究者针对振动器系统参数和平板结构对横波激振性能的影响进行了深入研究。KLOKOV等[10]提出了一种提取垂直力振动器发射横波的方法,该方法改变了原有横波激发系统。POLOM等[11]在冰川使用可激发横波和纵波的小型ELVIS振动器系统,该研究方法结合了横波与压缩波的运用,为冰下结构提供潜在的新型研究方法。PENG等[4]106520分析了振动器-大地系统中的非线性作用[12]、粗糙接触界面[13]和振动器动态刚度[14]对激振效果的影响,从而提升了横波勘探质量。平板齿作为横波可控震源振动器的关键结构,欧倩茹[5]41-50[15]55-70通过设计不同形状、不同锥度的平板齿,改善了波传播深度较浅、大地捕获能量少等问题。此外,平板齿布局方式的改进[16]等对横波可控震源激振效果的提升也有正面影响。然而,上述研究均基于单个可控震源系统参数进行改进,未考虑横波可控震源组合激振的效果,对传入大地能量、横波信号下传深度的提升均较小。
针对以上问题,本文基于三维九分量原理构建了不同组合横波可控震源振动器-大地耦合激振三维数值仿真模型;建立了组合激振效果评价体系;从传入大地能量、横波信号下传深度两方面,分析了各组合激振方式对激振强度的影响,以及激发波之间相互干涉响应对组合激振信号质量的影响。结果表明,振动器组合激振对横波可控震源效果改善显著,为横波可控震源激振效果的改善等提供了参考。
横波可控震源车主要由振动器系统、控制系统和驱动系统组成。其中振动器是用于激发横波地震信号的装置,为横波可控震源车的核心部件。为解决横波可控震源勘探效率低的问题[17],东方地球物理勘探公司专门研发设计两种振动器类型的横波可控震源。如图1所示,SHY横波可控震源车的振动器激振方向垂直于车行驶方向,SHX横波可控震源车的振动器激振方向平行于行驶方向。
结合三维九分量地震反射资料[18]和实际工程运用,将两台横波可控震源车的组合类型考虑为并排组合和单排组合,其中并排组合振动器相邻边缘间隔考虑为3 m,单排组合中两个振动器的中心间距为13 m。
基于上述两种横波可控震源和两种组合类型,提出4种单排组合激振方式和4种并排组合激振方式。如图2所示(其中“+”代表横波可控震源振动器激振起始方向),并排组合激振方式分为两台SHX横波可控震源振动器同向组合激振和反向组合激振、两台SHY横波可控震源振动器同向组合激振和反向组合激振。
图3所示,单排组合激振方式分为两台SHX横波可控震源振动器同向组合激振和反向组合激振、两台SHY横波可控震源振动器同向组合激振和反向组合激振。
为模拟组合横波可控震源实际激振情况,基于有限元法构建了不同组合方式下横波可控震源振动器-大地耦合激振三维数值仿真模型。振动器作为横波可控震源的关键部件,主要由箱体、活塞杆、重锤和平板等组成(图4)。在保证仿真精度和最大化模拟横波可控震源振动器的工作状态前提下,合理简化了振动器结构[19]1349-1358,去除了顶部箱体结构。同时,为降低激振时单个平板齿之间存在的相互干扰对组合激振研究的影响,根据圣维南原理和对称原则[5]41-50,将原有4块平板齿简化为1块平板齿。考虑到有限元法广泛应用于模拟土壤-结构系统的相互作用[4]106520[20-22],研究组合横波可控震源振动器-大地仿真模型采用有限元分析法。李琴等[23]通过有限元分析表明,可控震源平板捕获的大地大约为1个半径为1.8 m的半球。考虑到各组合类型的间距分别为3、13 m,本文建立的大地模型为直径40 m、厚度20 m的圆柱体。
网格质量和数量直接影响数值仿真模型分析的计算可靠性及效率。根据振动器平板及大地模型的尺寸,合理选择网格尺寸和类型,在确保计算精度的同时缩短求解时间。其中,振动器平板作为能量传递的媒介,可采用较小四面体网格单元以提高计算精度。耦合地表则采用较大四面体网格单元以保证计算精度及效率。
振动器的材料为45钢,采用线弹性材料模型。横波信号向下传播时,介质可被视为一个无限均匀弹性半空间体[15]55-70,因此,大地模型采用弹性土。各材料的密度、弹性模量、泊松比等相关材料参数如表1所示。
横波可控震源载荷包括静态载荷、动态载荷。为准确模拟横波可控震源的载荷施加情况,按照先静态载荷、后动态载荷的顺序加载。其中,静态载荷为横波可控震源车身重力,以保证横波可控震源振动器激振过程中平板齿与大地紧密耦合;动态载荷为作用在活塞杆上的周期性的正弦液压力,为横波可控震源振动器的激振力,峰值为200 kN,激振频率为50 Hz。为获得稳定激振响应结果,共加载5个周期。静态载荷和动态载荷均施加在振动器平板表面,其中静载荷垂直于振动器平板表面竖直向下,动载荷平行于振动器平板表面。
横波可控震源振动器工作时,大地作为1个半无限空间弹性体[24],整体几乎不发生位移变化,为避免耦合大地模型在振动过程中产生整体位移,将其底面和侧面施加完全固定约束条件。在实际作业过程中,振动器激发的横波信号会向无穷远处传播,而仿真分析中大地模型的计算域有限,横波信号会在模型边界产生反射,从而引入与实际不符的反射波[19]1349-1358。因此,为更好地模拟横波信号真实传播特性,在Ls-Dyna软件中将大地模型除上表面外的侧面与底面均设置无反射边界条件[25-26],使应力波到达边界时被完全吸收。
静载荷的存在,使整体车身对平板施加了较大压力,平板齿与大地之间相互紧密耦合。因此,为真实反映平板齿与大地之间的相互作用情况,仿真分析中平板齿与大地之间采用绑定接触类型。
为确保组合横波可控震源振动器-大地有限元仿真分析的准确性和有效性,需对建立的有限元模型进行验证分析。横波在无限弹性均匀介质中的波速为
式中,GS为剪切模量;ρ为密度;E为弹性模量;µ为泊松比。
表1中横波可控震源振动器-大地有限元模型材料参数代入式(1),通过计算得到横波理论波速vS=205.15 m/s。提取耦合大地有限元模型中心点B1和点B2沿激振方向的位移数据,并绘制该方向大地粒子位移随时间变化曲线(图5)。B1B2两点响应时间差为0.005 s,根据式(2)得出有限元模型中横波传播速度:
式中,v为有限元模型横波波速;B1B2两点距离;ΔTB1B2两点横波响应时间差。
对比横波理论波速结果与有限元激振模型横波波速结果,误差为2.71%。说明所建立的有限元仿真模型可有效地模拟横波可控震源组合振动器的传播。
基于前文学者对横波激振效果的研究,针对横波可控震源现存下传能量低、下传深度浅等问题,建立了横波可控震源组合振动器激振效果评价体系,以评价不同组合振动器的激振效果,如图6所示。其中,评价体系包括激振强度与激发信号质量两大类。激振强度从传入大地能量和大地粒子位移振幅两个方面进行评价,激发信号质量中通过提取组合激发波间相互干涉情况进行评价。
工作过程中,传入大地能量的多少属于从宏观角度评价组合振动器激振的强弱。提高整体粒子传递能力的核心在于提高激振过程中整个大地获取的能量,传入大地的能量越多,表示激振强度越强。因此,将传入大地能量作为横波可控震源振动器组合激振效果评价指标之一。
从微观角度看,大地粒子位移振幅可以评价横波可控震源振动器组合激振性能的强弱,从大地粒子位移振幅可看出横波信号下传的深度。波的运动实质为粒子的运动[4]106520,大地运动微观上看是粒子沿激振方向的有效振动。研究组合横波可控震源振动器激振强度的关键在于掌握大地粒子在激振方向上有效运动的强弱。相同深度的大地粒子在激振方向上振幅越大,横波激振强度越强,该横波信号下传深度越深。因此,将大地粒子沿激振方向的运动强度作为横波可控震源振动器组合激振效果评价的指标。
为分析横波可控震源最佳激振效果组合方式,还应考虑横波可控震源振动器组合激发波间信号质量相互干涉情况。激振信号质量的好坏通过组合激振波间相互干涉的大小来评价,组合激发波幅值的大小和发生谐波畸变的程度直接反映该组合激发波相互干涉的强弱,也反映出输出信号精度的高低,将影响横波可控震源振动器的勘探精度。
为分析各横波可控震源组合振动器-大地耦合激振系统的大地能量传递特性,计算了单个振动器和组合振动器系统中传入大地能量随载荷加载时间的变化,如图7所示。由图7可知,各系统在施加静态载荷阶段(0~0.1 s)大地均无能量传递,施加动态载荷阶段(0.1~0.2 s)传入大地能量稳步上升。8种组合激振方式均远强于单个横波可控震源振动器,因此,各组合激振方式对横波可控震源激振强度增加均较大。此外,并排组合(间距为3 m)中两台SHX横波可控震源组合振动器同向激振时,传入大地能量最大,表明组合振动器距离较小对能量传递有一定正面影响;单排组合(间距为13 m)中两台SHX横波可控震源组合振动器同向与反向激振时,传入大地的能量均较大且相差无几。然而,8种组合激振方式传入大地能量相差较小,且总体维持在一个较高水平,组合振动器系统较单个横波可控震源振动器平均传入大地能量增幅超过75%。
为研究横波可控震源振动器不同组合激振方式对沿激振方向大地粒子位移振幅的影响,分别提取各组合中心节点处不同深度下沿激振方向的位移振幅。图8(a)表示在两台SHY并排组合方式中,分别选取分析两台振动器中心地表a1处下方深度1、5、10、15 m的粒子。为对比各组合激振方式与单个振动器沿激振方向的大地粒子位移振幅,需选取与各组合振动器相同地表位置进行分析研究。分别选取与各组合方式相同中心地表的a0a1a2a3的不同深度处沿激振方向位移振幅研究分析,如图8(b)所示。
图9所示为单台横波可控震源振动器和4种并排组合(间距为3 m)振动器分别在地表a0a1点下方不同深度处沿激振方向的大地粒子位移振幅曲线。由图9可知,两台SHX与两台SHY振动器同向组合激振时较单台振动器各深度处大地粒子位移振幅均显著提升,表明这两种组合激振方式对横波下传深度提升均较大;两台SHX与两台SHY振动器反向组合激振时各深度处大地粒子位移振幅均较小,说明反向激振时大地粒子位移会相互抵消,导致横波下传深度较浅,实际工程中应避免此类情况。此外,两台SHY振动器同向激振时在深度1~5 m大地粒子位移振幅衰减较大,深度5~15 m衰减较小。因此,较两台SHX振动器同向激振方式,该组合方式下大地整体粒子位移衰减程度缓慢,横波信号下传深度大。
综上所述,4种并排组合激振方式中,两台SHY振动器同向激振时,各深度处沿激振方向的大地粒子平均位移振幅最大,较单个横波可控震源振动器平均提升73.40%。
图10所示为单台横波可控震源振动器和4种单排组合(间距为13 m)振动器分别在地表a2a3点下方不同深度处沿激振方向的大地粒子位移振幅曲线。由图10可知,两台SHX与两台SHY振动器同向激振时较单台振动器各深度处大地粒子位移振幅均显著增加,表明这两种组合激振方式对横波下传深度提升均较大;与并排组合反向激振方式不同,两台SHX与两台SHY振动器反向激振时各深度处大地整体粒子位移振幅增加,说明振动器间距较大时,大地粒子位移振幅抵消程度会降低,使横波下传深度有所增加,但整体位移振幅水平较低。此外,两台SHY振动器同向激振时大地整体粒子位移衰减程度较大,而两台SHX振动器同向激振时大地整体粒子位移衰减缓慢。因此,该组合激振方式下横波信号下传深度大、激振效果好。
综上所述,4种单排组合激振方式中,两台SHX振动器同向激振时,各深度处沿激振方向的大地粒子平均位移振幅最大,较单个横波可控震源振动器平均提升了58.61%。
为分析横波可控震源振动器各组合激振方式间波的相互干涉情况,分别提取4种并排组合激振方式和4种单排组合激振方式的中心地表下1 m处沿激振方向的剪切速度,将提取的速度通过傅里叶变换获得剪切速度的幅频特性曲线(图11)。图11(a)所示为4种并排组合激振方式。由图11(a)可知,两台SHY振动器同向激振产生的低次谐波与高次谐波最少,该组合间相互干涉最小,幅值最大,表明并排组合中该组合激发波的质量最好。图11(b)所示为4种单排组合激振方式。由图11(b)可知,两台SHX振动器同向激振产生的低次谐波与高次谐波最少,该组合间相互干涉最小,幅值较大,表明该组合方式激发波质量最好。
为提高横波可控震源振动器勘探效果,构建了横波可控震源振动器不同组合方式激振模型,建立了激振效果评价体系,研究了包括并排组合与单排组合在内的8种组合激振方式的激振效果。主要结论如下:
1)横波可控震源主要分为SHX和SHY两类,根据三维九分量原理将组合类型分为并排与单排两大类,提出了并排与单排组合中各自4种不同的组合激振方式。
2)4种并排组合中,两台SHY振动器同向组合激振相较于单个振动器激振,传入大地能量提升了86.36%,各深度沿激振方向的大地粒子位移振幅平均提升了73.40%,组合激振波之间的相互干涉最小,激振信号质量最好。
3)4种单排组合中,两台SHX振动器同向组合激振相较于单个振动器激振,传入大地能量提升了97.48%,各深度沿激振方向大地粒子位移振幅平均提升了58.61%,组合激振波之间的相互干涉最小,激振信号质量最好。
4)振动器并排组合与单排组合的同向激发均较大地提升了传入大地能量与横波信号下传深度,进而提高横波勘探效果。研究成果为横波可控震源激振效果提升提供了指导,也为横波可控震源组合激发设计研究提供了参考。
  • 国家自然科学基金项目(41902326)
  • 四川省科学与技术项目(22GJHZ0284)
  • 南充市-西南石油大学市校科技战略合作专项(SXHZ048)
  • 企业横向合作项目(JSTKY-22-002)
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doi: 10.16579/j.issn.1001.9669.2025.05.007
  • 接收时间:2023-10-24
  • 首发时间:2026-03-19
  • 出版时间:2025-05-15
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  • 收稿日期:2023-10-24
  • 修回日期:2023-11-17
基金
National Natural Science Foundation of China(41902326)
国家自然科学基金项目(41902326)
Sichuan Science and Technology Project(22GJHZ0284)
四川省科学与技术项目(22GJHZ0284)
Nanchong-Southwest Petroleum University City-School Science and Technology Strategic Cooperation Special Project(SXHZ048)
南充市-西南石油大学市校科技战略合作专项(SXHZ048)
Enterprise Horizontal Cooperation Project(JSTKY-22-002)
企业横向合作项目(JSTKY-22-002)
作者信息
    西南石油大学 机电工程学院,成都 610500
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Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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