MindMap Gallery Chapter 3 Void and Water in Rock and Soil
This is a mind map about Chapter 3, voids and water in rock and soil. The main content includes: properties of rock and soil related to water, and voids in rock and soil.
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This is a mind map about bacteria, and its main contents include: overview, morphology, types, structure, reproduction, distribution, application, and expansion. The summary is comprehensive and meticulous, suitable as review materials.
This is a mind map about plant asexual reproduction, and its main contents include: concept, spore reproduction, vegetative reproduction, tissue culture, and buds. The summary is comprehensive and meticulous, suitable as review materials.
This is a mind map about the reproductive development of animals, and its main contents include: insects, frogs, birds, sexual reproduction, and asexual reproduction. The summary is comprehensive and meticulous, suitable as review materials.
Chapter 3 Void and Water in Rock and Soil
voids in rock and soil
pores in loose rock
Porosity: Porosity refers to the proportion of pores in unit volume of rock and soil.
Influencing factors
Particle shape: The more irregular the particle shape and the more obvious the edges and corners, the less tightly arranged and the greater the porosity.
Arrangement: Cubes are the loosest, tetrahedrons are the most dense, and are mostly between 0.25 and 0.47 in nature.
Particle sorting degree: The better the sorting, the greater the porosity; the worse the sorting, the smaller the porosity (when the sorting is poor, small particles will fill in the pores of large particles)
Particle shape and cementitious filler: mainly clay soil, structure and secondary pores are often important factors affecting porosity
Definition: Loose rock formations are composed of particles of different sizes. The gaps between particles and particle aggregates are called pores.
Influencing factors
Particle size: The larger the particles, the larger the pores
Arrangement: Reference porosity
Structural and secondary pores: cohesive soils
Features: Uniform distribution, good connectivity
fissure in hard rock fissure
Definition: The voids created by the cracking and deformation of consolidated hard rocks (including sedimentary rocks, igneous rocks and metamorphic rocks) due to the action of internal and external forces during geological history.
Characteristics: Non-uniform, unable to form the same groundwater surface
Cause classification
Diagenetic fissures: are caused by condensation (igneous rocks) or consolidation and drying shrinkage (sedimentary rocks) of rocks during the diagenetic process. Diagenetic fissures are relatively developed in igneous rocks
Structural fissures: are caused by the force exerted on rocks during tectonic changes. Such cracks are directional, vary greatly in size (from hidden joints to large faults), and are unevenly distributed.
Weathering cracks: These are cracks produced by rock destruction under the action of weathering forces, mainly distributed near the surface.
karst cave in soluble rock
Definition: Soluble sedimentary rocks, such as rock salt, gypsum, limestone and dolomite, will produce cavities under the dissolution of groundwater. Such voids are called caves (gaps).
Karst rate: The ratio of the volume of the cave (Vk) to the volume of the rock including the cave (V) is the karst rate (Kk)
Geotechnical properties related to water
The size, number, shape, connectivity and distribution of pores determine the ability of rock and soil to store, retain, release and transmit water.
Water capacity
It refers to the ratio of the maximum water volume that the rock can hold when it is completely saturated with water to the total volume of the rock.
Moisture content
Describe how well loose rock actually retains water.
The ratio of the weight of water contained in the pores of loose rock (Gw) to the weight of dry rock (Gs) is called gravimetric water content.
The ratio of the volume of water (Vw) to the volume of rock including pores (V) is called volumetric water content.
Water supply degree
When the groundwater level drops by a unit depth, the volume of water released under the action of gravity from a unit horizontal area rock cylinder extending from the groundwater level to the ground surface is called water supply.
The influence of lithology on water supply: mainly manifested in the size and number of gaps.
Influence of initial groundwater level burial depth: When the initial groundwater level burial depth is less than the maximum capillary rise height, after the groundwater level drops, part of the gravity water will be converted into supporting capillary water and remain above the groundwater level, thus causing the water supply to deviate. Small.
When the groundwater level decline rate is large, the water supply degree is small. For homogeneous loose rocks with relatively fine particles, only when the initial water level burial depth is large enough and the water level decline rate is very slow can the water release be relatively sufficient and the water supply degree reach its theoretical maximum value.
Water holding capacity
When the groundwater level drops, part of the water remains in the gaps against gravity due to capillary force (and molecular force). When the groundwater level drops by one unit depth, the amount of water in the rock cylinder per unit horizontal area that resists gravity and remains in the rock voids is called water holding capacity (Sr).
The relationship between water supply, water retention and porosity is: water supply, water retention = porosity.
water permeability
The water permeability of rock refers to the ability of the rock to allow water to pass through. The quantitative indicator that characterizes the water permeability of rock is the permeability coefficient.
Influencing factors
The size of the particles, the size of the pores, the larger the particles, the better the permeability.
When the pore size reaches a certain level, the greater the porosity, the better the water permeability.
The uniformity of the channels depends on the minimum pore diameter.
Particle sorting determines the changes and tortuosity of the channel.
water in rock soil
Distinguished by the type of voids in the rock formations
pore water
fissure water
karst water
Water in rock and soil voids
bound water
Definition: Water whose solid surface gravity is greater than its own gravity is bound water.
Features: Bound water is bound to the surface of the solid phase and cannot move under the influence of its own gravity.
Classification: As the attraction of the solid surface to water molecules gradually weakens from the inside to the outside, the physical properties of the bound water also change. Therefore, the bound water closest to the surface of the solid phase is called strongly bound water, and its outer layer is called weakly bound water.
The biggest feature that distinguishes bound water from ordinary liquid water is its shear strength, that is, a certain force must be applied to make it deform. Flow will occur when the shear strength is exceeded. The greater the force, the greater the thickness of the flowing water layer.
liquid
gravity water
Definition: Water molecules outside the solid surface-bound water layer are affected by gravity greater than the attraction of the solid surface and operate under the influence of gravity, which is gravity water.
capillary water
Capillary action: When a glass capillary tube is inserted into the water, the water surface in the capillary tube will rise to a certain height. This is the capillary phenomenon that occurs at the interface of solid, liquid, and gas.
Supported capillary water: Due to the action of capillary force, water rises from the groundwater surface along the small pores to a certain height, forming a capillary water zone. The lower part of the capillary water in this zone is supported by the groundwater surface, so it is called supported capillary water.
Suspended capillary water: When fine-grained layers and coarse-grained layers alternate to form layers, under certain conditions (such as a drop in water level), due to the capillary force of the upper and lower menisci, water that is not connected to the groundwater surface will remain in the fine soil layer. Capillary water, this kind of capillary water is called hanging capillary water.
solid water
When the temperature of the rock is below 0°C, the liquid water in the gaps turns into solid water.
gaseous water
There is gaseous water in the gaps between unsaturated water. Gaseous water can move with air flow.
The presence of water within and between mineral crystals
Zeolite water
crystal water
structured water