Skip to main content
Geosciences LibreTexts

4.7.1: The Hydrologic Cycle

  • Page ID
    40059
  • \( \newcommand{\vecs}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \( \newcommand{\vecd}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash {#1}}} \)

    \( \newcommand{\dsum}{\displaystyle\sum\limits} \)

    \( \newcommand{\dint}{\displaystyle\int\limits} \)

    \( \newcommand{\dlim}{\displaystyle\lim\limits} \)

    \( \newcommand{\id}{\mathrm{id}}\) \( \newcommand{\Span}{\mathrm{span}}\)

    ( \newcommand{\kernel}{\mathrm{null}\,}\) \( \newcommand{\range}{\mathrm{range}\,}\)

    \( \newcommand{\RealPart}{\mathrm{Re}}\) \( \newcommand{\ImaginaryPart}{\mathrm{Im}}\)

    \( \newcommand{\Argument}{\mathrm{Arg}}\) \( \newcommand{\norm}[1]{\| #1 \|}\)

    \( \newcommand{\inner}[2]{\langle #1, #2 \rangle}\)

    \( \newcommand{\Span}{\mathrm{span}}\)

    \( \newcommand{\id}{\mathrm{id}}\)

    \( \newcommand{\Span}{\mathrm{span}}\)

    \( \newcommand{\kernel}{\mathrm{null}\,}\)

    \( \newcommand{\range}{\mathrm{range}\,}\)

    \( \newcommand{\RealPart}{\mathrm{Re}}\)

    \( \newcommand{\ImaginaryPart}{\mathrm{Im}}\)

    \( \newcommand{\Argument}{\mathrm{Arg}}\)

    \( \newcommand{\norm}[1]{\| #1 \|}\)

    \( \newcommand{\inner}[2]{\langle #1, #2 \rangle}\)

    \( \newcommand{\Span}{\mathrm{span}}\) \( \newcommand{\AA}{\unicode[.8,0]{x212B}}\)

    \( \newcommand{\vectorA}[1]{\vec{#1}}      % arrow\)

    \( \newcommand{\vectorAt}[1]{\vec{\text{#1}}}      % arrow\)

    \( \newcommand{\vectorB}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \( \newcommand{\vectorC}[1]{\textbf{#1}} \)

    \( \newcommand{\vectorD}[1]{\overrightarrow{#1}} \)

    \( \newcommand{\vectorDt}[1]{\overrightarrow{\text{#1}}} \)

    \( \newcommand{\vectE}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash{\mathbf {#1}}}} \)

    \( \newcommand{\vecs}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \(\newcommand{\longvect}{\overrightarrow}\)

    \( \newcommand{\vecd}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash {#1}}} \)

    \(\newcommand{\ket}[1]{\left| #1 \right>}\)
    \(\newcommand{\bra}[1]{\left< #1 \right|}\)
    \(\newcommand{\braket}[2]{\left< #1 \vphantom{#2} \right| \left. #2 \vphantom{#1} \right>}\)
    \(\newcommand{\braopket}[3]{\left< #1 \vphantom{#2}\vphantom{#3} \right| #2 \vphantom{#1}\vphantom{#3} \left| #3 \vphantom{#1}\vphantom{#2} \right>}\)
    \(\newcommand{\qmvec}[1]{\mathbf{\vec{#1}}}\)
    \(\newcommand{\op}[1]{\hat{\mathbf{#1}}}\)
    \(\newcommand{\expect}[1]{\langle #1 \rangle}\)
    \(\newcommand{\dfn}[1]{\emph{\textbf{#1}}}\)

    \(\newcommand{\avec}{\mathbf a}\) \(\newcommand{\bvec}{\mathbf b}\) \(\newcommand{\cvec}{\mathbf c}\) \(\newcommand{\dvec}{\mathbf d}\) \(\newcommand{\dtil}{\widetilde{\mathbf d}}\) \(\newcommand{\evec}{\mathbf e}\) \(\newcommand{\fvec}{\mathbf f}\) \(\newcommand{\nvec}{\mathbf n}\) \(\newcommand{\pvec}{\mathbf p}\) \(\newcommand{\qvec}{\mathbf q}\) \(\newcommand{\svec}{\mathbf s}\) \(\newcommand{\tvec}{\mathbf t}\) \(\newcommand{\uvec}{\mathbf u}\) \(\newcommand{\vvec}{\mathbf v}\) \(\newcommand{\wvec}{\mathbf w}\) \(\newcommand{\xvec}{\mathbf x}\) \(\newcommand{\yvec}{\mathbf y}\) \(\newcommand{\zvec}{\mathbf z}\) \(\newcommand{\rvec}{\mathbf r}\) \(\newcommand{\mvec}{\mathbf m}\) \(\newcommand{\zerovec}{\mathbf 0}\) \(\newcommand{\onevec}{\mathbf 1}\) \(\newcommand{\real}{\mathbb R}\) \(\newcommand{\twovec}[2]{\left[\begin{array}{r}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\ctwovec}[2]{\left[\begin{array}{c}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\threevec}[3]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\cthreevec}[3]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\fourvec}[4]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\cfourvec}[4]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\fivevec}[5]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\cfivevec}[5]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\mattwo}[4]{\left[\begin{array}{rr}#1 \amp #2 \\ #3 \amp #4 \\ \end{array}\right]}\) \(\newcommand{\laspan}[1]{\text{Span}\{#1\}}\) \(\newcommand{\bcal}{\cal B}\) \(\newcommand{\ccal}{\cal C}\) \(\newcommand{\scal}{\cal S}\) \(\newcommand{\wcal}{\cal W}\) \(\newcommand{\ecal}{\cal E}\) \(\newcommand{\coords}[2]{\left\{#1\right\}_{#2}}\) \(\newcommand{\gray}[1]{\color{gray}{#1}}\) \(\newcommand{\lgray}[1]{\color{lightgray}{#1}}\) \(\newcommand{\rank}{\operatorname{rank}}\) \(\newcommand{\row}{\text{Row}}\) \(\newcommand{\col}{\text{Col}}\) \(\renewcommand{\row}{\text{Row}}\) \(\newcommand{\nul}{\text{Nul}}\) \(\newcommand{\var}{\text{Var}}\) \(\newcommand{\corr}{\text{corr}}\) \(\newcommand{\len}[1]{\left|#1\right|}\) \(\newcommand{\bbar}{\overline{\bvec}}\) \(\newcommand{\bhat}{\widehat{\bvec}}\) \(\newcommand{\bperp}{\bvec^\perp}\) \(\newcommand{\xhat}{\widehat{\xvec}}\) \(\newcommand{\vhat}{\widehat{\vvec}}\) \(\newcommand{\uhat}{\widehat{\uvec}}\) \(\newcommand{\what}{\widehat{\wvec}}\) \(\newcommand{\Sighat}{\widehat{\Sigma}}\) \(\newcommand{\lt}{<}\) \(\newcommand{\gt}{>}\) \(\newcommand{\amp}{&}\) \(\definecolor{fillinmathshade}{gray}{0.9}\)

    The Water Cycle 

    The hydrologic cycle, or water cycle, is the cycling of water through the Earth's system. Not only is the hydrologic cycle a cycle of water, it is a cycle of energy as well. Over the next several pages we'll trace water as it passes through the Earth system and the energy that accompanies it.

    The hydrologic cycle showing evaporation, condensation, precipitation, and runoff.
    Figure \(\PageIndex{1}\): The Hydrologic cycle. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Figure \(\PageIndex{1}\) is a cross-sectional landscape illustrates the hydrologic cycle. On the left, ocean water evaporates into the atmosphere. Additional evaporation occurs from rivers, lakes, and soils on land. Water vapor moves through the atmosphere as moist air, condenses into clouds, and falls as precipitation over both land and ocean. Vegetation contributes water vapor through transpiration. Some rainfall is intercepted by plants before reaching the ground. Water reaching the surface either flows downhill as runoff toward streams and the ocean or infiltrates into the soil. Infiltrated water becomes soil moisture and may continue downward to groundwater. Groundwater moves laterally underground as through flow and seepage, eventually returning water to rivers, lakes, or the ocean. The diagram illustrates the continuous movement of water among the atmosphere, land, vegetation, groundwater, surface water, and oceans.

    Evaporation and Condensation

    Evaporation is the phase change of liquid water into a vapor (gas). Evaporation is an important means of transferring energy between the surface and the air above. The energy used to evaporate water is called "latent energy". Latent energy is "locked up" in the water molecule when water undergoes the phase change from a liquid to a gas. Eighty-eight percent of all water entering the atmosphere originates from the ocean between 60o north and 60o south latitude. Most of the water evaporated from the ocean returns directly back to the ocean. Some water is transported over land before it is precipitated out. When water vapor condenses back into a liquid it releases latent heat, which is converted into sensible heat warming the surrounding air. The warming of the surrounding air fuels uplift to help promote adiabatic cooling and further condensation. As droplets of water coalesce into larger droplets they attain a size big enough to fall towards the earth as precipitation. Located high in the troposphere, rain drops possess a high degree of potential energy that is converted into kinetic energy once they begin to fall toward the surface. Impacting the surface they convert this kinetic energy into work done on the surface (erosion for example).

    Interception and Infiltration

    As water reaches the surface in various forms of precipitation, it is intercepted by plants or falls directly to the surface. Precipitation that collects on the leaves or stems of plants is known as interception. The amount of water intercepted by a plant largely depends on plant form. Water is held on the leaf surface until it either drips off as through fall or trickles down the leaf stem finally reaching the ground as stem flow. Interception of falling rain buffers the surface against erosion. Coniferous trees tend to intercept more water than deciduous trees on an annual basis because deciduous trees drop their leaves for a period of time.

    Liquid water droplets intercepted and resting on the surface of a green tree leaf.
    Figure \(\PageIndex{2}\): Droplets of water intercepted by tree leaf. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Upon reaching the ground, some water infiltrates into the soil, possibly percolating down to the groundwater zone or it may run across the surface as runoff. Infiltration refers to water that penetrates into the surface of soil. Infiltration is controlled by soil texture, soil structure, vegetation and soil moisture status. High infiltration rates occur in dry soils, with infiltration slowing as the soil becomes wet. Coarse textured soils with large well-connected pore spaces tend to have higher infiltration rates than fine textured soils. However, coarse textured soils fill more quickly than fine textured soils due to a smaller amount of total pore space in a unit volume of soil. Runoff is generated quicker than one might have with a finer textured soil.

    Vegetation also affects infiltration. For instance, infiltration is higher for soils under forest vegetation than bare soils. Tree roots loosen and provide conduits through which water can enter the soil. Foliage and surface litter reduce the impact of falling rain keeping soil passages from becoming sealed.

    Subsurface water

    Groundwater and soil water together comprise approximately .5% of all water in the hydrosphere. Water beneath the surface can essentially be divided into two zones (Figure \(\PageIndex{3}\)), the unsaturated zone (also known as the "zone of aeration") which includes soil water zone, and zone of saturation which includes ground water. Air and water occupies the pore spaces between earth materials in the zone of aeration. Sometimes, especially during times of high rainfall, these pore spaces are filled with water. The water table divides the zone of aeration from the zone of saturation. The height of the water table will fluctuate with precipitation, increasing in elevation during wet periods and decreasing during dry. Note how the water table intersects the level of the stream surface in Figure \(\PageIndex{3}\). Seepage of groundwater into a stream provides a base flow of water for perennial streams.

    USGS diagram of subsurface water zones.
    Figure \(\PageIndex{3}\): Zones of water beneath the surface. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Figure \(\PageIndex{3}\) is a cross-sectional illustration of the subsurface environment beneath a landscape. The land surface slopes downward toward a body of surface water on the right. A line labeled "water table" separates the unsaturated zone above from the saturated zone below. In the unsaturated zone, pore spaces contain both air and water. Below the water table, the saturated zone is labeled groundwater, indicating that all pore spaces are filled with water. Two enlarged insets show examples of creviced rock and gravel. Above the water table, water is held around rock particles by molecular attraction while air occupies some pore spaces. Below the water table, all openings are completely filled with water. The diagram illustrates that groundwater exists in the saturated zone beneath the water table and may connect to streams, lakes, or other surface waters.  

    Soil Water

    Soil water is held in the pore spaces between particles of soil. Porosity of different types of soil vary.

    Typical porosity percentage ranges for various materials like gravel, sand, silt, and clay.
    Figure \(\PageIndex{4}\): Representative Porosity Ranges for Sedimentary Materials. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    As shown in Figure \(\PageIndex{4}\), well-sorted coarse materials like gravel have a porosity range of  30 to 40 percent. Finer materials actually show higher total porosity, with silt ranging from 40 to 50 percent and clay reaching the highest levels at 45 to 55 percent.  Soil water is the water that is immediately available to plants. Soil water can be further sub-divided into three categories, 1) hygroscopic water, 2) capillary water, and 3) gravitational water. Hygroscopic water is found as a microscopic film of water surrounding soil particles. This water is tightly bound to a soil particle by molecular attraction so powerful that it cannot be removed by natural forces. Hygroscopic water is bound to soil particles by adhesive forces that exceed 31 bars and may be as great as 10,000 bars (Recall that sea level pressure is equal to 1013.2 millibars which is just about 1 bar!). Capillary water is held by cohesive forces between the films of hygroscopic water. The binding pressure for capillary water is much less than hygroscopic water. This water can be removed by air drying or by plant absorption, but cannot be removed by gravity. Plants extract this water through their roots until the soil capillary force (force holding water to the particle) is equal to the extractive force of the plant root. At this point the plant cannot pull water from the plant-rooting zone and it wilts (called the wilting point). Gravity water is water moved through the soil by the force of gravity. The amount of water held in the soil after excess water has drained is called the field capacity of the soil. The amount of water in the soil is controlled by the soil texture. Soils dominated by clay-sized particles have more total pore space in a unit volume than soils dominated by sand. As a result, fine grained soils have higher field capacities than coarse-grained soils. 

    The relationship between soil texture, wilting point, field capacity, and available water.
    Figure \(\PageIndex{5}\): Relationship Between Available Water and Soil Texture. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Figure \(\PageIndex{5}\) shows the relationship between soil texture, wilting point, field capacity, and available water. The difference between the wilting point and the field capacity is the available water. The relationship between soil texture and water availability is defined by the difference between field capacity and the wilting point. According to the provided diagram, coarse textured soils like sand have low field capacity because their large pores allow water to drain quickly, leaving behind very little available water for plants. As the soil texture becomes finer, moving toward loamy soils, the field capacity increases significantly while the wilting point remains relatively low, creating the maximum amount of available water. In very fine textured soils like clay, the field capacity reaches its highest level, but the wilting point also rises sharply because the small particles hold water with such strong molecular attraction that plants cannot extract it. Therefore, while clay holds the most total water, the intermediate loamy soils provide the greatest volume of moisture that is actually accessible for biological use.

    Note that the smallest amount of available water is associated with the coarsest soil texture, sand. The amount of available water increases toward the center of the graph where soils with a mixture of different sized particles (loamy soils) are found. The available water then drops off toward the fine textured soils on the right. How does one explain the relationship between available water and soil texture? Coarse soil does not have much available water because it doesn't hold much water to begin with. At the other end of the spectrum, low available water in fine soils is due to strong bond between soil particles and water. Plants have a harder time pulling water away from the soil particle under these conditions.

    Groundwater

    USGS diagram illustrating the differences between unconfined (open) and confined (closed) aquifers.
    Figure \(\PageIndex{6}\): Unconfined and confined aquifers. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment)

    Figure \(\PageIndex{6}\) illustrates the differences between an unconfined aquifer and a confined aquifer, as well as the operation of water-table and artesian wells. Groundwater occupies the zone of saturation. As depicted in the hydrologic cycle, groundwater moves downward through soil by percolation and then laterally toward streams, lakes, or other bodies of water through seepage. The water table separates the zone of saturation from the zone of aeration and rises or falls in response to changing moisture conditions. Groundwater is stored in aquifers, which are bodies of earth material capable of holding and transmitting water. Aquifers may be unconfined or confined. Unconfined aquifers are directly connected to the surface, and the water level in a water-table well corresponds to the elevation of the water table. Confined aquifers are bounded by relatively impermeable layers called aquicludes. Water enters a confined aquifer through a recharge zone where the aquifer is exposed at the surface. Because water in a confined aquifer is under pressure, it rises in an artesian well above the top of the aquifer, creating a pressure head.

    Aquifers replenish their supply of water very slowly. The rate of groundwater flow depends on the permeability of the aquifer and the hydraulic gradient. Permeability is affected by the size and connectivity of pore spaces. Larger, better connected pore spaces creates highly permeable earth material. The hydraulic gradient is the difference in elevation between two points on the water table divided by the horizontal distance between them. The rate of ground water flow is expressed by the equation:

    Ground water flow rate = permeability X hydraulic gradient

    Groundwater flow rates are usually quite slow. Average ground water flow rate of 15 m per day is common. Highly permeable materials like gravels can have flow velocities of 125 m per day.

    The movement of groundwater from recharge areas to discharge points like streams.
    Figure \(\PageIndex{7}\): Ground water movement. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Figure \(\PageIndex{7}\) illustrates a groundwater flow system extending from a recharge area on higher ground to a discharge area containing a stream. Water infiltrates the ground in the recharge area and enters the groundwater system below the water table. Groundwater then follows curved flow paths toward the discharge area, where it returns to the surface and contributes water to streams. Shallow groundwater follows short flow paths and may reach the discharge area within days or years. Deeper groundwater follows longer flow paths and may remain underground for decades, centuries, or even millennia before discharge. The figure demonstrates that groundwater movement is continuous but generally much slower at greater depths and along longer flow paths.

    Groundwater in an aquifer is under pressure called hydrostatic pressure. Hydrostatic pressure in a confined aquifer pushes water upward when a well is drilled into the aquifer. The height to which the water rises is called the piezometric surface. If the hydrostatic pressure is great enough to push the peizometeric surface above the elevation of the surface, water readily flows out as an artesian well.

    A pivot irrigation system watering a lush green barley field in Saudi Arabia.
    Figure \(\PageIndex{8}\): Pivot irrigation on a barley field in Saudi Arabia. The barley is used as fodder for milk cows. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Groundwater and Human Activities

    Groundwater is an important source of water for human activities such as agriculture and domestic drinking water. In 2000, 68% of fresh ground water was used for irrigation while another 19% was extracted for public-supply purposes, mostly drinking water. For those who supply their own water for domestic use, over 98 percent is from groundwater.

    USGS bar chart showing United States groundwater withdrawal amounts by category for the year 2000.
    Figure \(\PageIndex{9}\): United States groundwater withdrawals (2000). (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).
    A rocky outcrop of the Ogallala sandstone formation near the Canadian River in Texas.
    Figure \(\PageIndex{10}\): Outcrop of the Ogallala (sandstone) Formation, the main water-bearing unit of the High Plains aquifer, near the Canadian River in Texas. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    However, the rate of groundwater removal by humans sometimes exceeds the recharge of the aquifer. Such is the case of the High Plains Aquifer of Arizona, Colorado, New Mexico, and Utah. Over pumping of ground water reserves can lead to compaction and degradation of the aquifer. As the water is removed, the aquifer often collapses causing the surface to subside. Aquifer compaction reduces pore space, making recharge more difficult. One of the most striking examples is that which has occurs in the San Joaquin Valley of California. 

     

    A scientist by a pole marking 9 meters of land subsidence in California between 1925 and 1977.
    Figure \(\PageIndex{11}\): Land subsidence in California. Joe Poland, USGS scientist shows subsidence from 1925 and 1977 10 miles southwest of Mendota, CA. Sign reads "San Joaquin Valley California, BM S661, Subsidence 9M, 1925-1977" (From USGS Professional Paper 1401-A, "Ground water in the Central Valley, California- A summary report"; Photo by Dick Ireland, USGS, 1977). (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Surface Water

    Once precipitation reaches the surface, water can infiltrate into the soil or move across the surface as runoff. Surface runoff generally occurs when the rainfall intensity exceeds the rate of infiltration, or if the soil is at its water holding capacity. Infiltration and water holding capacity are both a function of soil texture and structure. Soil composed of a high percentage of sand allows water to infiltrate through it quite rapidly because it has large, well-connected pore spaces. Soils dominated by clay have low infiltration rates due to their smaller sized pore spaces. However, there's actually less total pore space in a unit volume of coarse, sandy soil than that of soil composed mostly of clay. As a result, sandy soils fill rapidly and commonly generate runoff sooner than clay soils.

    A meandering stream winding through a flat, vegetated landscape.
    Figure \(\PageIndex{12}\): Meandering stream. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    If the rainfall intensity exceeds the infiltration capacity of the soil, or if the soil has reached its field capacity, surface runoff occurs. Water runs across the surface as either confined or unconfined flow. Unconfined flow moves across the surface in broad sheets of water often creating sheet erosion. Confined flow refers to water confined to channels. Stream flow is a form of confined flow.

    Water that runs along the surface may become trapped in depressions and held as depression storage. Here water may either evaporate back into the air, infiltrate into the ground or, spill out of the depression as it fills.

    Stream flow is measured in a variety of ways, one of which is stream discharge. Stream discharge is the volume of water passing through a particular cross-section of a stream in a unit of time. Stream discharge is measure in cubic feet per second or cubic meters per second. The "normal" or base flow a stream is provided by seepage of groundwater into the stream channel. This seepage is what keeps perennial flowing streams going all year. When precipitation from a storm occurs, the stream discharge increases as water is added to the stream, either from direct precipitation into the channel or runoff.

    The relationship between a precipitation bar graph and a stream discharge line graph.
    Figure \(\PageIndex{13}\): A stream hydrograph. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    A stream hydrograph in Figure \(\PageIndex{13}\) illustrates the relationship between precipitation and stream discharge. The bars represent precipitation, and the line graph represents stream discharge. As precipitation falls, stream discharge begins to increase over time. The graph shows that peak precipitation occurs before peak discharge because water requires time to move across the land surface, through the watershed, and into the stream channel. This delay between maximum rainfall and maximum stream flow is known as lag time. After reaching peak discharge, stream flow gradually declines along the recessional limb as runoff, soil water, and groundwater contributions to the stream decrease.

    The size, shape, land use, vegetation, and geology of the watershed all determine runoff and the shape of the discharge graph.

    USGS bar chart showing total United States water withdrawals by category for the year 2000.
    Figure \(\PageIndex{14}\): Total United States Water Withdrawals, 2000. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Figure \(\PageIndex{14}\) is a pie chart that compares the contributions of surface water and groundwater to streamflow. Surface water represents the majority of streamflow at 79 percent, while groundwater contributes 21 percent. The chart indicates that although surface runoff is the dominant source, groundwater provides a substantial portion of water flowing in streams. 

    Surface water is an important source of water supplies, especially in the southwestern United States. Ever increasing population and development is straining regional water resources. As the Colorado River winds its way through the desert it loses half its flow to evaporation and the rest to irrigation and municipal water supplies. Recent drought and warmer temperatures predicted in the future will put a greater demand on this precious commodity. The lower course rarely reaches the Gulf of California as it did in times past. Now this once might river usually ends as a small stream or dry channel.

    Aerial view of the dry Colorado River delta in the Baja/Sonoran Desert near the Sea of Cortez.
    Figure \(\PageIndex{15}\): The now-dry Colorado River delta lies in the Baja/Sonoran Desert 5 miles north of the Sea of Cortex, Mexico. (CC BY-SA 4.0; Courtesy Michael E Ritter via The Physical Environment).

    Some feel that we have reached maximum extraction rate for oil. In other words, we have reaches "peak" in our ability to extract oil and the rate of production will continue to decline. Can the same be said for our use of water? View the video below to explore the answer to this question.


    This page titled 4.7.1: The Hydrologic Cycle was last modified on Wed, 30 Sep 2026 01:36:27 GMT and is shared under a CC BY-SA 4.0 license and was authored, remixed, and/or curated by Michael E. Ritter (The Physical Environment) via source content that was edited to the style and standards of the LibreTexts platform.

    • Was this article helpful?