Atmospheric Water Harvester With Climate-Adjustable Adsorbant Properties

Abstract

Provided herein are atmospheric water harvesting systems that are tailored with an optimal adsorption threshold, based on energy cost and water availability considerations. The systems include a plurality of adsorbent modules, each containing metal organic frameworks of various adsorption thresholds. Such a design enables real time adjustment to achieve optimal harvesting conditions in changing atmospheric conditions, whether for daily or seasonal humidity variations.

Claims

1-18. (canceled).

19. A system, comprising: a plurality of modules each containing at least one metal organic framework having an adsorption threshold humidity above which said at least one metal organic framework adsorbs water from air and below which said at least one metal organic framework desorbs water to said air, said adsorption threshold humidity differs between said plurality of modules; a controller configured to select one or more modules to absorb said water from said air based on a comparison of relative humidity of said air to said adsorption threshold humidity of said at least one metal organic framework; a desorption chamber adapted to fluidically couple to said one or more modules, said desorption chamber operable to reduce relative humidity of said air within said one or more modules to below said adsorption threshold humidity to desorb said water from said at least one metal organic framework; and a condensation chamber fluidically coupled to said desorption chamber, said condensation chamber configured to condense said water desorbed from said at least one metal organic framework.

20. The system of claim 19, wherein said controller further configured to select said one or more modules based on adsorption rate of said at least one metal organic framework.

21. The system of claim 20, wherein said adsorption rate R.sub.ads is defined as:
R.sub.ads=S(T.sub.amb)÷(RH.sub.amb−RH.sub.0) wherein S(T.sub.amb) is water saturation vapor pressure at temperature T of said air; wherein RH.sub.amb is relative humidity of said air; and wherein RH.sub.0 is adsorption threshold humidity of said at least one metal organic framework.

22. The system of claim 19, wherein said controller further configured to select said one or more modules based on energy cost to desorb said water from said at least one metal organic framework.

23. The system of claim 22, wherein said controller further configured to select said one or more modules based on level of water reserves.

24. The system of claim 19, wherein said controller configured to select said one or more modules based on one or more of: relative humidity of said air; adsorption threshold humidity of said at least one metal organic framework; adsorption rate of said at least one metal organic framework; energy cost to desorb said water from said at least one metal organic framework; and level of water reserves.

25. The system of claim 19, wherein said desorption chamber raises water vapor saturation pressure of said air to reduce relative humidity of said air to below said adsorption threshold humidity to desorb said water from said at least one metal organic framework.

26. The system of claim 19, further comprising a heat transfer element associated with said desorption chamber, said heat exchange elements operable to increase temperature of said air to reduce relative humidity of said air below said adsorption threshold humidity to desorb said water from said at least one metal organic framework.

27. The system of claim 26, wherein the desorption temperature T.sub.des at which water starts to desorb from said at least one metal organic framework can be calculated using the following equation:
S(T.sub.des)÷RH.sub.0=S(T.sub.amb)÷RH.sub.amb wherein S(T.sub.des) is water saturation vapor pressure at desorption temperature T; wherein T.sub.amb is temperature of said air; wherein RH.sub.amb is relative humidity of said air; and wherein RH.sub.0 is adsorption threshold humidity.

28. The system of claim 19, further comprising a cold transfer element associated with said condensation chamber, said cold transfer element operable to decrease temperature to below dew point temperature of said air to condense said water from said air.

29. The system of claim 19, further comprising an airflow generator configured to move said air across said metal organic framework contained in said one or more modules.

30. The system of claim 19, wherein said airflow generator further configured to recirculate said air between said desorption chamber and said condensation chamber.

Description

DESCRIPTION OF THE FIGURES

[0008] The present application can be best understood by reference to the following description taken in conjunction with the accompanying figures included in the specification.

[0009] FIG. 1 depicts a graph comparing adsorption isotherms of MOF with conventional adsorbents such as silica gel and zeolite.

[0010] FIG. 2 depicts a graph showing adsorption and desorption in the context of atmospheric water harvesting using MOFs.

[0011] FIG. 3 depicts a graph showing optimization of water harvesting, in terms of productivity as compared to energy cost.

[0012] FIG. 4 depicts a decision tree for selecting the optimal type of MOF module to be moved to the desorption or condensation chambers

[0013] FIG. 5A depicts an exemplary atmospheric water harvesting system with changeable MOF modules in a circular configuration.

[0014] FIG. 5B depicts an exemplary atmospheric water harvesting system with changeable MOF modules in a stacked configuration.

DETAILED DESCRIPTION

[0015] The following description sets forth exemplary systems, methods, parameters and the like. It should be recognized, however, that such description is not intended as a limitation on the scope of the present disclosure but is instead provided as a description of exemplary embodiments.

[0016] In some aspects, provided are atmospheric water harvesters that include a MOF adsorbent system with an optimal adsorption threshold, based on energy cost and water availability considerations. Provided are also methods of harvesting water from surrounding air using the atmospheric water harvesters described herein. In some embodiments, the design of the atmospheric water harvesters include several adsorbent assemblies, each made with MOF of various adsorption thresholds. Such harvesters allow for a real time adjustment of the MOF material for optimal harvesting conditions in changing atmospheric conditions, whether for daily or seasonal humidity variations. In some embodiments, the atmospheric water harvester is configured such that the adsorption process is fully separated from the desorption and condensation processes. This allows for multiple design configurations.

[0017] In one aspect, provided is an atmospheric water harvesting system comprising a plurality of MOF modules; a desorption chamber, a condensation chamber, and a robotic arm. Each MOF module contains at least one MOF. In some embodiments, the MOF modules are arranged into an adsorption stack. The adsorption stack can contain either MOF modules of the same MOF material (MOF “A”) or MOF modules with the MOF material of different adsorption threshold RH.sub.0 (MOF “A”, “B”, “C” etc.).

[0018] In some variations, the MOF comprises organic ligands having acid and/or amine functional group(s). In certain variations, the organic ligands have carboxylic acid groups. In other variations, the organic ligands have acid and/or amine functional group(s). In certain variations, the organic ligands have carboxylic acid groups. Any suitable MOFs capable of adsorbing and desorbing water may be employed in the systems provided herein. Suitable MOFs may include those described in, for example, Kalmutzki et al., Adv. Mat., 30(37), 1704304 (2018); Furukawa et al., J. Am. Chem. Soc. 2014, 136, 4369-4381; Y.Tuet al, Joule, Vol 2, issue 8(15), 1452-1475 (2018). In some variations, the MOF is: MOF-303: Al(OH)(HPDC), where HPDC is 1H-pyrazole-3,5-dicarboxylate; CAU-10: Al(OH)(IPA), where IPA is isophthalate; MOF-801: Zr.sub.6O.sub.4(OH).sub.4(fumarate).sub.6; MOF-841: Zr.sub.6O.sub.4(OH).sub.4(MTB).sub.6(HCOO).sub.4(H.sub.2O).sub.2; Aluminum Fumarate: Al(OH)(fumarate); MIL-160: Al(OH)(FDA), where FDA is 2,5-furandicarboxylate; MIL-53: Al(OH)(TPA), where TPA is terephthalate; or Aluminum Phosphate: AlPO4-LTA. In some variations, the MOFs have pore sizes between about 0.5 nm about 1 nm, or between about 0.7 nm to about 0.9 nm. In certain variations, the MOFs have a hydrophilic pore structure. In certain variations, the MOFs have a hydrophilic pore structure comprising acid and/or amine functional groups. In certain variations, the MOFs have 1D channels that allow for reversible water adsorption. Any combinations of the MOFs described herein may also be used. In some embodiments, the MOF is mixed with a binder to improve its properties for adhesion to a substrate or support.

[0019] Air is blown across the MOF modules, which are configured in such a way as to maximize its surface to volume ratio for rapid humidity exchange with the air. For example, in some variations, the MOF modules contain uniform layers of MOF coated on parallel plates. Water is adsorbed when the ambient relative humidity RH.sub.amb is larger than the adsorption threshold RH.sub.0(see FIG. 2), and adsorption rate R.sub.ads can be expressed as:

R.sub.ads.Math.S(T.sub.amb)÷(RH.sub.amb−RH.sub.0)   Eq(1)

where S(T) is the water saturation vapor pressure at temperature T, and T.sub.amb is the temperature of the ambient air. Adsorption rate directly affects water productivity (e.g. in liter per day, see FIG. 3).

[0020] The robotic arm (automation system) is configured to select and pick up the optimal MOF module based on the weather conditions. The robotic arm selects and grasps a MOF module from the adsorption stack after saturation (or near saturation) with water, and transfers such MOF module to the desorption chamber. The robotic arm replaces the MOF module after it is desorbed, grasping the desorbed MOF module from the desorption chamber and placing it back into the adsorption stack to reach saturation.

[0021] In some variations, the robotic arm includes robotic effectors, vacuum effectors, mechanical effectors, or electromechanical effectors. In certain variations, robotic end effectors may include flexible structures that may be manipulated between various orientations. For example, in one variation, the structures may include silicon bodies or other flexible material. In certain variations, vacuum end effectors may grasp items using suction. In other variations, mechanical or electromechanical end effectors may include pinchers, claws, grippers, or other rigid components that may be actuated relative to one another for grasping an item.

[0022] To get the water out of a MOF module that is saturated or nearly saturated with water, the robotic arm transfers the selected MOF module to the desorption chamber. In the desorption chamber, the humidity in the MOF module needs to be brought below R.sub.0 (FIG. 2). In some variations, this may be accomplished by elevating the air temperature, which raises the water saturation vapor pressure S(T), hence decreasing the relative humidity. The temperature T.sub.des at which water starts to desorb can be calculated using the following equation:

S(T.sub.des)÷RH.sub.0=S(T.sub.amb)÷RH.sub.amb   Eq(2)

[0023] Equation (2) states that the absolute humidity (or water vapor concentration) is conserved during heating from T.sub.amb to T.sub.des. In addition to the adsorption energy E.sub.ads required to desorb the water from the MOF, there is an energy cost E.sub.s also associated with raising the temperature (sensible energy). E.sub.s directly scales with desorption temperature, and an example of the variation of E.sub.s vs RH.sub.0is shown schematically in FIG. 3.

[0024] As temperature is raised, a small flow of air allows the desorbing moisture to get transferred to a condensation chamber housing at least one condenser. Once moist air arrives to the condenser, the liquid water condenses and is collected. In some variations, the moist air encounters a series of cold plates, arranged to maximize surface area, allowing the liquid water to condense.

[0025] FIG. 4 illustrates the process by which a control system will select the optimal MOF module for the robotic arm to pick up. The system keeps track of the adsorption process to ensure that the modules have reached sufficient adsorption state before being selected for the desorption or condensation process. Based on the weather condition, the system will further pick the optimal type of MOF module to be moved to the desorption or condensation chambers, according to the decision tree shown in FIG. 4 (the algorithm that defines (RH.sub.0).sub.ideal, and the value of x % are user defined). For example, in a high relative humidity environment and when the water demand is not too severe, a MOF with high RH.sub.0 can be selected to save on energy cost. Conversely, a low RH.sub.0 MOF module can be selected when the environment relative humidity is low.

[0026] With reference to FIGS. 5A & 5B, exemplary atmospheric water harvesting systems are depicted. These figures show systems where the adsorption process is fully separated from the desorption and condensation processes. FIG. 5A depicts a circular configuration with stacks of MOF modules 1020, arranged radially with desorption chamber 2020, condensation chamber 2030 and water collection tank 2040 and central automated material handler 3020 (a robotic arm in this example). As depicted in this exemplary embodiment of the system, adsorption stack 1020 includes MOF modules containing MOF material of different adsorption thresholds RH.sub.0. As depicted in the figure, MOF module 1022 is an adsorbing module, and modules 1024 and 1026 are depicted in idle mode. The MOF modules sit in pre-arranged adsorption stack 1020 with air flow 4020 controlled by airflow management system 4022 (adsorption fans in this example) to optimize the adsorption process. Once desorbing MOF module 1022b is selected by the system, robotic arm 3020 will pick it up and place it in desorption chamber 2020 where water is desorbed using heat. Desorption chamber 2020 includes gate 2022 that opens in order to receive desorbing MOF module 1022b transferred by the robotic arm 3020 from an adsorption stack and close after the MOF module undergoes desorption. The resulting steam is then guided to the condensation chamber 2030 where liquid water is produced and collected into the water tank 2040. Once desorption is complete, the robotic arm will transfer this MOF module from the desorption chamber back to its original position in the adsorption stack. The next MOF module will then be picked up by the robotic arm and placed into desorption chamber 2020 for desorption, and the process continues. FIG. 5A shows a circular configuration, but multiple geometries can be used according to space and footprint conditions. FIG. 5B for instance shows a similar concept, but in a stacked configuration.

[0027] With reference again to FIG. 3, the value of RH.sub.0 has a direct effect on both adsorption and desorption efficiencies. During adsorption, the rate of water capture scales with (RH.sub.amb−RH.sub.0), as shown on Equation (1) above. Hence, for a given location/climate, a lower adsorption threshold enhances adsorption kinetics and water productivity. During desorption, however, the MOF modules (which may include, for example, MOF material and support) needs to be heated up in order to bring the relative humidity back below RH.sub.0 (FIG. 2), and here a low adsorption threshold will require more thermal energy.

[0028] FIG. 3 graphically illustrates the choice to make when designing a MOF-based water harvester. In dry climates, where relative humidity RH.sub.amb of the ambient air is low, then the MOF material needs to have a low adsorption threshold RH.sub.0 in order to capture water. However, when relative humidity is high, then the user has a choice between a lower energetic cost at the expense of water productivity (high RH.sub.0), or a high water productivity at the expense of energetic cost (low RH.sub.0). For instance, when water reserves are plentiful, the choice of a lower energy cost would be made, but when water is in high demand, a MOF with lower RH.sub.0 will be preferred. Examples of this type of situation could be the daily variation of humidity in dry areas where lower temperatures during the night result in higher relative humidity. Also, annual humidity variation between seasons in a given area might also benefit from an adjustment of the MOF adsorption threshold.