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Optimizing an On-Demand Passive Fertigation System for Microgravity Cover

Optimizing an On-Demand Passive Fertigation System for Microgravity

Open Access
|Oct 2025

Figures & Tables

Figure 1.

Calcined clay with three particle size ranges: Profile (0.300–0.850 mm), Turface (1.19–2.38 mm) and Mix (0.300–2.38 mm).
Calcined clay with three particle size ranges: Profile (0.300–0.850 mm), Turface (1.19–2.38 mm) and Mix (0.300–2.38 mm).

Figure 2.

(A) Top-down view and (B) schematic illustration of the passive fertigation system. Key components include the growth medium, porous cup, check valve and Mariotte bottle reservoir.
(A) Top-down view and (B) schematic illustration of the passive fertigation system. Key components include the growth medium, porous cup, check valve and Mariotte bottle reservoir.

Figure 3.

Illustration of hydraulic potential (H) dynamics in the fertigation system. Enlarged diagrams of the check valve show the opening/closing mechanism during drying and wetting of the porous medium, with inlet (Hi) and outlet (Ho) hydraulic potentials, as well as threshold hydraulic potential differences (ΔHvo and ΔHvc).
Illustration of hydraulic potential (H) dynamics in the fertigation system. Enlarged diagrams of the check valve show the opening/closing mechanism during drying and wetting of the porous medium, with inlet (Hi) and outlet (Ho) hydraulic potentials, as well as threshold hydraulic potential differences (ΔHvo and ΔHvc).

Figure 4.

(A–C) Hysteretic water retention curves for different media, modeled using VG parameters from Table 1. (D–F) Temporal variation of hourly average h measurements. Red star symbols indicate manual maintenance events; black solid lines show hourly averages of h; blue dashed lines mark the computed ht corresponding to 60% effective saturation (0.6Se) (from A–C, Table 1).
(A–C) Hysteretic water retention curves for different media, modeled using VG parameters from Table 1. (D–F) Temporal variation of hourly average h measurements. Red star symbols indicate manual maintenance events; black solid lines show hourly averages of h; blue dashed lines mark the computed ht corresponding to 60% effective saturation (0.6Se) (from A–C, Table 1).

Figure 5.

Diurnal h measurements in three Profile containers and corresponding H values for the irrigation system during (A) 0–10 days and (B) 18–28 days of the plant cultivation trial.
Diurnal h measurements in three Profile containers and corresponding H values for the irrigation system during (A) 0–10 days and (B) 18–28 days of the plant cultivation trial.

Figure 6.

Passive fertigation system with potential diagrams at different positions (a–c: growth medium at different heights, d: check valve outlet, e: check valve inlet, f: water reservoir) under (A) Earth and (B) microgravity conditions.
Passive fertigation system with potential diagrams at different positions (a–c: growth medium at different heights, d: check valve outlet, e: check valve inlet, f: water reservoir) under (A) Earth and (B) microgravity conditions.

Threshold ΔH value for opening (ΔHvo) and closing (ΔHvc) of the check values_

ΔHvoΔHvc
cmcm
Profile9.8 ± 07.0 ± 0.87
Turface8.7 ± 0.0585.8 ± 0.75
Mix8.7 ± 0.685.8 ± 0.64

Physical properties, including particle size distribution, particle density (ρs), bulk density (ρb), the computed porosity (φ = 1 – ρb/ρs), and hysteretic water retention parameters for the VG (1980) model and the computed target volumetric water content (θt) and matric potential (ht) in Profile, Turface, and Mix

ProfileTurfaceMix
Physical Properties
Particle size distribution mm0.25–11–20.25–2
Particle densityρsg cm−32.522.522.52
Bulk densityρbg cm−30.630.640.69
Porosity (φ = 1 – ρb/ρs)φ 0.750.750.73
Hydraulic properties
Drying process
VG model parametersθrcm3 cm−30.340.340.32
θscm3 cm−30.720.730.72
αcm−10.0990.190.11
n 7.75.63.9
Computed parametersθtcm3 cm−30.570.570.56
htcm−9.8−5.1−9.1
Wetting process
VG model parametersθrcm3 cm−30.340.340.32
θscm3 cm−30.690.680.64
α cm−10.190.32
n 4.44.12.9
Computed parametersθtcm3 cm−30.550.540.51
htcm−5.2−3.1−6.2

Computed hydraulic potential components in the fertigation system under Earth's gravity at quasi-hydrostatic condition in profile_

Gravitational PotentialMatric PotentialHydraulic PotentialΔH across the Check Valve
ComponentszhH (=z + h)ΔH =HiHo
cmcmcm
Profilezt = 5ht = −9.8−4.8
Check valve outlet10−14.8Ho = −4.8HiHo = 8.6
Check valve inlet10hi = −6.2Hi = 3.8
Mariotte bottlezm = 3.8Atmosphere = 03.8

Average and standard error values of the fresh- and dry-leaf mass per container (surface area 86_6 cm2) filled with Profile, Turface, and Mix_

Fresh MassDry Mass
1st trial2nd trial1st trial2nd trial
gggg
Profile49.5 ± 16.132.0 ± 7.792.78 ± 0.802.72 ± 0.50
Turface45.2 ± 20.038.0 ± 19.22.49 ± 1.062.07 ± 0.20
Mix57.5 ± 7.1546.6 ± 9.322.96 ± 0.372.86 ± 0.58

Computed air-inlet tube position (zm) in the Mariotte bottle using Eq_ (3), the ht, and the expected h values in the center of each porous medium by substituting ΔHvo and ΔHvc into Eq_ (3) in Profile, Turface, and Mix_

Computed zmhtExpected threshold porous media's h
Valve openingValve closing
cmcmcm
Profile3.8−9.8−11−8.2
Turface7.3−5.1−6.4−3.5
Mix3.5−9.1−10.2−7.3
Language: English
Page range: 90 - 102
Published on: Oct 10, 2025
Published by: American Society for Gravitational and Space Research
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2025 Chihiro Dixon, Gioia D. Massa, Scott B. Jones, published by American Society for Gravitational and Space Research
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.