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SCIENCE · INVESTIGATE AND EXPLAIN

Infer water movement and an unknown solution with limits

Combine solute and pressure potentials, then analyze a separate synthetic mass-change inquiry.

Learning outcome: Predict conditional water movement and justify an unknown-concentration bracket while distinguishing interpolation, replicate variation and readout bounds.

Starting recap

Water movement depends on total water potential. Percentage mass change uses each specimen’s own initial mass.

All lessons are open directly. Your saved experiments remain when you leave and return.

Try

Inside 0.30 M sucrose plus 0.10RT MPa pressure balances outside 0.20 M at zero pressure; a separate fixed packet brackets an unknown solution between 0.20 and 0.30 M.

Open the experiment

Predict

Predict whether increasing inside pressure can reverse water movement without changing the prescribed concentrations.

Experiment

Capture inside 0.30 M at all three pressures. Independently calculate the fixed packet’s individual percentages, graph its means and replicates, and justify the sign bracket before interpolating.

Compare solute and pressure contributions to water potential

Worked teaching model · synthetic values · Original ideal dilute sucrose comparisons with water-permeable, sucrose-impermeable boundary; pressure potentials are prescribed relative to the same reference. Gravity and matric contributions are omitted. No volume endpoint, flux, wall mechanics, rupture or living-cell response is calculated. The independent synthetic unknown-solution packet does not change with these controls.

Reset keeps your prediction, captures and practice history.

Pressure can change the concentration-only prediction

The live comparison has a known outside concentration of 0.20 mol/L sucrose and zero outside pressure potential. Your controls change the inside concentration and prescribed pressure. Water permeates; sucrose is retained. Both sides are at 300 K. Predict the direction from the total potential, not concentration alone.

Inside: Ψs -0.748302 + Ψp 0.249434 ≈ Ψ -0.498868 MPa. Outside Ψ = -0.498868 MPa. Inside minus outside = 0 MPa; no net water-potential drive.

Water potential contributions (MPa); one shared signed scale-1-0.500.5Inside solute: -0.748302Inside pressure: 0.249434Inside total: -0.498868Outside total: -0.498868Higher total Ψ → lower total Ψ. Compare totals, not solute terms alone.
QuantityInsideOutside
Sucrose concentration (mol/L)0.30.2
Solute potential (MPa)-0.748302-0.498868
Pressure potential (MPa)0.2494340
Total potential (MPa)-0.498868-0.498868

At inside 0.30 M, zero pressure favors entry. Adding 0.10 mol/L × R × T balances the total potentials despite unequal concentrations; adding 0.50 MPa reverses the direction. At inside 0.40 M with 0.50 MPa, the small positive difference is about +0.001132 MPa: it still favors outward movement and must not be rounded to “balanced.”

Read the formula and units

Ψ = Ψs + Ψp and Ψs = −iCRT. Here i = 1 for ideal nondissociating sucrose, C is mol/L, R = 0.00831446261815324 L·MPa/(mol·K), and T = 300 K. Pressure and solute terms therefore both use MPa. The pressure balance option uses the unrounded product 0.10 mol/L × R × T. Absolute differences at most 1e-12 MPa count as numerical zero; this tolerance is not biological or measurement uncertainty.

A plant cell wall can support pressure that opposes further water entry. The prescribed pressure here does not simulate wall deformation or calculate a final cell volume. Animal cells lack that wall; membrane limits and volume-regulatory mechanisms matter. Gravity and matric contributions are omitted in this small ideal comparison.

Separate investigation: infer an unknown external solution

Fixed synthetic packet — unchanged by the controls above. Here the concentrations listed are known internal bag concentrations; the common external sucrose concentration is unknown. It is not the calculator's known 0.20 M outside solution. No physical experiment was performed, and these raw records are not generated by the water-potential equation.

  • Separately prepared model bags; three distinct bag IDs per known internal concentration, not repeat weighing of one bag.
  • Water permeates; sucrose is retained. Pressure difference is negligible for this supplied exercise.
  • Same prescribed 60-minute exposure, membrane area and blotting procedure; different initial masses are retained and normalized individually.
  • Bath is sufficiently large for approximately constant external concentration. The supplied records do not establish equilibrium or a universal mass-response law.
  • No readings are missing. No physical experiment was performed; records and variability are invented for method practice.

Packet osmosis-unknown-external-v1: 300 K; prescribed exposure 60 minutes. Balance increment 0.01 g; stipulated rounding bound ±0.005 g per reading. These authored settings describe the synthetic records, not a measured biological response time.

Three separately prepared bags per known internal concentration; no missing readings
Bag IDInside sucrose (mol/L)Initial mass (g)Final mass (g)
bag-1-10.1010.009.40
bag-1-20.1012.0011.40
bag-1-30.108.007.68
bag-2-10.2010.009.70
bag-2-20.2012.0011.76
bag-2-30.208.007.92
bag-3-10.3010.0010.10
bag-3-20.3012.0012.24
bag-3-30.308.008.24
bag-4-10.4010.0010.40
bag-4-20.4012.0012.60
bag-4-30.408.008.48

Before revealing the analysis: record your prediction and method in the lesson notebook. Calculate 100 × (final − initial)/initial for each bag, then average those percentages within each group. Identify a sign-change bracket, estimate a local zero crossing, and propose the next concentration. Explain what pressure, leakage or inconsistent blotting would do to the inference.

Reveal public analysis after recording your prediction

This is public guided practice, not a hidden assessment. Reopening the disclosure does not create independent evidence. The three bags in a group are distinct synthetic replicates, not repeated measurements of the same bag or independent biological specimens.

Percent change normalized per bag; bounds cover stipulated readout rounding only
BagInside MChange (%)Readout lower (%)Readout upper (%)
bag-1-10.1-6-6.096952-5.902951
bag-1-20.1-5-5.081216-4.918716
bag-1-30.1-4-4.122423-3.877423
bag-2-10.2-3-3.098451-2.901451
bag-2-20.2-2-2.082466-1.917466
bag-2-30.2-1-1.124297-0.875547
bag-3-10.310.899551.10055
bag-3-20.321.9158682.084202
bag-3-30.332.8732043.126954
bag-4-10.443.8980514.102051
bag-4-20.454.9146195.085452
bag-4-30.465.871336.128831
-8-404800.10.20.30.4Mass change (%) — fixed synthetic recordsKnown INTERNAL sucrose concentration (mol/L); external concentration unknown

Circles show individual bags, squares means; small vertical segments show readout bounds. Some means overlap an individual value. The dashed segment is the local bracketing interpolation, not a fitted physical response law.

Known inside MMean change (%)Mean readout bounds (%)Individual range (%)
0.1-5-5.100197 to -4.899697-6 to -4
0.2-2-2.101738 to -1.898155-3 to -1
0.321.896208 to 2.1039021 to 3
0.454.894667 to 5.1054454 to 6

The mean changes are −5%, −2%, +2% and +5%. The adjacent sign-change bracket is 0.2–0.3 M. Local interpolation gives 0.20 + (0.30 − 0.20) × 2/(2 + 2) = 0.25 M as a conditional estimate of the external solution concentration. A higher internal concentration draws water inward under the supplied negligible-pressure/retained-sucrose assumptions.

Using the bracketing groups' individual extremes gives 0.225–0.275 M. Including their readout bounds expands that sensitivity envelope to 0.221875–0.2775 M. These are not confidence intervals, probability statements or guaranteed bounds on the true unknown.

For each positive initial mass, lower percentage = 100 × ((final − 0.005)/(initial + 0.005) − 1); upper percentage uses final + 0.005 and initial − 0.005. Averaging the individual lower/upper values gives worst-case mean readout bounds. Rounding does not cover blotting bias, membrane damage, solute leakage, bath depletion or pressure differences.

Do not pool masses before calculating the group mean: differently sized bags receive different implicit weights. Do not fit one universal line through all groups or infer a tissue's cytosolic concentration. Test near the estimated crossing with new bags, matched conditions and a repeat-duration check; a single zero-mass-change endpoint does not prove equilibrium.

Tonicity depends on the boundary and time

Qualitative ideal comparison: initially 0.30 osmol/L retained intracellular solute, negligible initial pressure difference
External solutionSpecified membrane contextInterpretation over time
0.30 osmol/L nonpermeating soluteWater passes; solute remains outside.Initially matched osmotic conditions; no sustained difference is implied by this ideal starting comparison.
0.30 osmol/L permeating soluteSolute can enter while intracellular solute is retained; external bath remains a reservoir.Initially isosmotic does not mean a lasting isotonic condition. Solute entry changes the osmotic balance and can promote swelling; no final volume or rate is calculated.

Specify which solutes permeate and the relevant time scale before calling a solution isotonic, hypertonic or hypotonic. Aquaporins affect water pathways, not the sign of an otherwise fixed water-potential difference. Organisms regulate internal conditions through processes such as ion transport and water handling; plant turgor, animal volume regulation and freshwater contractile vacuoles require more than this static calculation.

Original ideal dilute sucrose comparisons with water-permeable, sucrose-impermeable boundary; pressure potentials are prescribed relative to the same reference. Gravity and matric contributions are omitted. No volume endpoint, flux, wall mechanics, rupture or living-cell response is calculated. The independent synthetic unknown-solution packet does not change with these controls.

College Board Investigation 4: diffusion and osmosis provides investigative context. Plant turgor and water-potential reference explains solute/pressure contributions. Original LearnAI synthetic educational packet. Masses are authored evidence values, not generated by the water-potential calculator or attributed to a published experiment. Optional physical work requires an educator-approved procedure; this packet does not establish hands-on laboratory completion.

Inside Ψ -0.498868 MPa; outside Ψ -0.498868 MPa; no-net-drive.

Water is favored from higher to lower total water potential. Ψ = −iCRT + pressure potential; the fixed unknown packet is separate. Original ideal dilute sucrose comparisons with water-permeable, sucrose-impermeable boundary; pressure potentials are prescribed relative to the same reference. Gravity and matric contributions are omitted. No volume endpoint, flux, wall mechanics, rupture or living-cell response is calculated. The independent synthetic unknown-solution packet does not change with these controls.

Captures preserve recipes and replay their calculated results. They are synthetic model evidence, not physical measurements.

Understand

Predict water movement from the whole potential

A membrane can allow water movement while retaining sucrose. More internal solute then favors water entry if other contributions are matched, but pressure can oppose that tendency. Water potential, Ψ, expresses water’s potential relative to a reference in pressure units. In this bounded model, Ψ = Ψs + Ψp: solute potential plus pressure potential. Gravity and matrix effects are omitted. Water is driven from higher total potential toward lower total potential through a water-permeable boundary.

Begin with inside sucrose 0.30 M and zero pressure. Outside is fixed at 0.20 M and zero pressure in this panel. Predict direction before inspecting the ledger, then change only inside pressure. Capture a comparison that reverses or balances the prediction. The controls prescribe conditions; they do not simulate changing concentration, swelling, membrane rupture or an eventual volume.

Calculate the two contributions with consistent units

The solute expression is Ψs = −iCRT. Here i=1 for ideal nondissociating sucrose; C is concentration in mol/L (M); R=0.00831446261815324 L MPa/(mol K); and T=300 K. The product CRT has units MPa. The minus sign makes this solute contribution negative. Do not insert Celsius or mix a gas constant expressed in bars with pressure in MPa; 1 bar is 0.1 MPa.

At 0.20 M, Ψs = −1×0.20×R×300 ≈ −0.498868 MPa. Inside 0.30 M gives approximately −0.748302 MPa. With both pressures zero, outside has the higher potential, so inward water movement is favored. This supplies neither a measured flux nor a time to equilibrium.

The middle pressure option adds 0.10RT≈0.249434 MPa inside. At 0.30 M, the total becomes −0.748302+0.249434≈−0.498868 MPa, balancing outside despite unequal concentrations. The model uses unrounded values for this cancellation. With inside pressure 0.50 MPa, inside total is approximately −0.248302 MPa, now higher than outside, so outward movement is favored. Annotate how the pressure contribution changed the conclusion without changing the specified solute concentration.

On paper, predict inside 0.10 M at zero pressure: its potential is approximately −0.249434 MPa, so water is driven outward toward the more negative external potential. Equal total potentials mean no net water-potential drive, not the absence of molecular motion. The HS osmosis refresher offers a simpler bounded comparison; it does not supply this pressure calculation.

Read the unknown-solution packet independently

The second panel is a fixed synthetic inquiry packet, not measured classroom data and not output from the pressure controls. Separate bags contain known inside sucrose concentrations of 0.10, 0.20, 0.30 or 0.40 M and encounter the same unknown external sucrose solution. The stipulated membrane retains sucrose while allowing water; pressure differences are negligible. Bath size is sufficient to treat the external solution as approximately unchanged. Area, the prescribed 60-minute exposure and blotting method are matched. The packet does not establish that equilibrium was reached.

Each concentration has three independent synthetic bags with initial masses 10, 12 and 8 g. At 0.20 M the final masses are 9.70, 11.76 and 7.92 g. Calculate each percentage separately using 100×(final−initial)/initial. The results are −3%, −2% and −1%; their arithmetic mean is −2%. A negative sign indicates mass loss. Do not divide every bag’s change by the same initial mass.

The four group means are −5%, −2%, +2% and +5%. Sketch inside concentration on the horizontal axis and percentage mass change on the vertical axis. Plot all three points per group and distinguish them from the group mean. Under the packet assumptions, negative change at 0.20 M and positive change at 0.30 M bracket the external concentration between those values. The concentration setting belongs to the bag interior, so check the sign logic before writing the bracket.

Assuming a locally linear response, the zero crossing is 0.20 + [2/(2+2)]×0.10 = 0.25 M. This is a conditional estimate, not a hidden exact truth recovered by the browser. No bag was tested at 0.25 M. Zero mass change would not independently prove that solute leakage, pressure differences or handling effects were absent.

Keep variation and readout uncertainty separate

The three bag responses vary within every group. That variation is not the same as the stated ±0.005 g bound on each mass readout. Neither is automatically a confidence interval. For the 10.00→9.70 g bag, a conservative lowest percentage uses 9.695/10.005 and the highest uses 9.705/9.995, giving approximately −3.098% to −2.901%. These bounds address the specified readout uncertainty only.

As a separate sensitivity exercise, interpolate using the 0.20 M responses from −3% to −1% and the 0.30 M responses from +1% to +3%. Pairing their extremes gives crossings from 0.225 to 0.275 M before adding readout bounds. This is a range of chosen linear interpolations, not a probability statement or a substitute for new measurements. Propose additional concentrations near the crossing and more independently prepared bags. Repeated weighing of one bag addresses a different source of variation.

Write a practical measurement plan: specify solution preparation, membrane retention checks, matched temperature and duration, a consistent gentle blotting procedure, balance checks and randomized handling order. Explain how retained external droplets could bias a final mass upward. A teacher-supervised physical investigation could test these controls; completing this packet does not establish that you performed one.

Connect tonicity to cells and organisms

Tonicity describes an external solution’s effect on cell volume relative to a specified membrane and timescale. For a cell without a substantial opposing pressure difference, a hypotonic external solution has a lower effective concentration of nonpenetrating solutes and promotes water entry and swelling; a hypertonic solution has a higher effective concentration and promotes water loss and shrinkage. An isotonic solution produces no sustained net volume change under those conditions, although water molecules continue to move in both directions. These labels compare the external solution with the cell; they are not absolute properties of a solution alone.

Equal osmolarity counts equal total concentrations of dissolved particles, but does not guarantee isotonicity: permeating solutes can redistribute during the observation interval. Specify membrane permeability and time before predicting a sustained volume effect. A wall-bearing plant cell also develops opposing pressure as it gains water. It can therefore reach no net water movement in a hypotonic external solution when wall-supported pressure balances the solute contribution; that balance does not make the external solution isotonic or its solute concentration equal to the cell’s.

Under appropriate water-entry conditions, an animal cell can swell and may lyse; water loss can cause shrinkage. A plant wall resists expansion, allowing turgor pressure to rise, while strong water loss can separate the protoplast from the wall. A central vacuole contributes to plant water storage and turgor. These outcomes require properties absent from the prescribed-potential model.

At organism scale, water balance involves continuing exchanges. Contractile vacuoles help many freshwater protists expel excess water; animal kidneys regulate water and solute excretion. Plants regulate water loss through stomata as part of a wider water-transport system. These mechanisms support homeostasis rather than stopping molecular movement. The two lesson panels do not simulate these organs or organisms.

Transfer: challenge a zero-change conclusion

A new fictional bag shows zero mass change after one interval. A learner concludes that its inside and outside sucrose concentrations must be equal. Supply two alternative conditions that could undermine that claim, then specify a follow-up comparison before opening the response.

Public worked transfer: balance, permeability and handling

A pressure difference could balance unequal solute potentials. Solute leakage or inconsistent retained surface liquid could also complicate mass change. Measure or constrain pressure, verify solute retention and standardize blotting; repeat matched bags at nearby known concentrations with independent preparations. A single zero endpoint cannot separate these explanations. This public practice response is not independently assessed transfer or proof of physical laboratory technique.

Sources: the current AP Biology framework, Topic 2.7; OpenStax explanations of water potential, osmosis and tonicity, and organismal osmotic balance. All packet values and paper activities here are original teaching examples.

Apply

Synthetic bags with inside concentrations 0.20 and 0.30 M have mean mass changes −2% and +2%. Under the stated retention and negligible-pressure assumptions, what follows?

Public practice checks a specific claim. It does not establish independent mastery.

Explain why the mass packet does not change with the pressure controls and why neither a zero endpoint nor a 0.25 M interpolation establishes an exact external concentration.

Continue

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