Patent Publication Number: US-2022228483-A1

Title: Systems and methods for updating reservoir static models

Description:
BACKGROUND 
     Computer-based reservoir static models simulate fluids within a reservoir. For example, the fluids within the reservoir may be oil, natural gas, and/or water. Such reservoir static models may be configured as a three-dimensional grid model, which may include many different model parameters. Example model parameters may include porosity, permeability, well identifiers, simulated production data, and the like. 
     Reservoir static models are frequently updated when new data is available, such as actual well data from new wells that were recently drilled. Thus, when there are several wells drilled after building the reservoir static model is globally rebuilt across all grid cells using the well data from the newly drilled wells. Although this practice typically leads to robust results, the time and effort which is taken to globally rebuild the entire reservoir static model again with just few updates is enormous. However, updating an existing reservoir static model is considered to be an advantage when compared to reconstructing an entirely new model. Moreover, for example in some cases, the modeler awaits for ten or more wells to be drilled to re-build the reservoir static model. While these wells were in the drilling stage, the modeler did not use the new drilled well information to better develop the reservoir static model when drilling the rest of the ten wells, therefore, reservoir management at this stage is not optimized. Additionally, applying a global update and re-building the reservoir static model from the beginning will take a significant amount of time, and it will change the geological models of facies and porosity away from the new wells. 
     Another approach to update a reservoir static model is to apply a local update around the newly drilled wells within the reservoir static model. This method will only change (update) the reservoir static model at the location of the newly drilled wells. History match using this method may lead to better results as the previous reservoir static model is preserved for the newly drilled wells, thus, leading better reservoir management. Additionally, updating the reservoir static model will not take a significant amount of time as the update will be on a local radius around the new wells only, therefore, local updates reduce the working time when compared to building the reservoir static model from the beginning when applying a global update. However, locally updating a model will not change the global statistics and the overall geological view provided by the entire model. 
     Thus, in some situations a global update to the reservoir static model may be the best update method, while in other situations a local update may be the best update method. 
     SUMMARY 
     Embodiments of the present disclosure are directed to systems and methods for updating reservoir static models. More particularly, the embodiments described herein provide for systems and methods that evaluate computer model well data and actual well data in view of various metrics to determine if the reservoir static model (also referred to herein as a computer model) should be updated globally or locally. 
     In one embodiment, a method of updating a computer model of a reservoir includes receiving actual well data from a plurality of wells, wherein the actual well data includes an actual geographic location for each well of the plurality of wells, and accessing model well data from the computer model for a plurality of modeled wells, wherein the plurality of modeled wells correspond to the plurality of wells, and the model well data includes a model geographic location for each modeled wells of the plurality of modeled wells. The method further includes comparing, by a computing device, the actual well data to the model well data according to a grid model vertical mismatch metric. When the grid model vertical mismatch metric is satisfied based on the comparison of the actual well data to the model well data, the method includes globally updating the computer model based at least in part on the actual well data. When the grid model vertical mismatch metric is not satisfied based on the comparison of the actual well data to the model well data, the method includes comparing the plurality of wells of the actual well data to a cluster metric, when the cluster metric is satisfied, locally updating the computer model proximate the plurality of modeled wells corresponding to the plurality of wells based at least in part on the actual well data, and when the cluster metric is not satisfied, globally updating the computer model based at least in part on the actual well data. 
     In another embodiment, a method of updating a computer model of a reservoir includes receiving actual well data from a plurality of wells, wherein the actual well data includes actual property data for the plurality of wells, accessing model property data from the computer model and comparing actual property data statistics from the actual property data with modeled property data statistics from modeled property data according to a property statistic metric. When the property statistic metric is satisfied, the method further includes comparing synthetic well log data determined from the modeled property data with actual well log data according to a model predictability metric, when the model predictability metric is satisfied, locally updating the computer model proximate the plurality of wells based at least in part on the actual property data; and when the property model predictability metric is not satisfied, globally updating the computer model based at least in part on the actual property data. When the property statistic metric is not satisfied, globally updating the computer model based at least in part on the actual property data. 
     In yet another embodiment, a system of updating a computer model of a reservoir includes one or more processors, and a non-transitory computer-readable medium storing computer-readable instructions. The computer-readable instructions, when executed by the one or more processors, cause the one or more processors to receive actual well data from a plurality of wells, wherein the actual well data comprises an actual geographic location for each well of the plurality of wells, access model well data from the computer model for a plurality of modeled wells, wherein the plurality of modeled wells correspond to the plurality of wells, and the model well data includes a model geographic location for each modeled wells of the plurality of modeled wells. The computer-readable instructions further cause the one or more processors to compare the actual well data to the model well data according to a grid model vertical mismatch metric. When the grid model vertical mismatch metric is satisfied based on the comparison of the actual well data to the model well data, the computer model is globally updated based at least in part on the actual well data. When the grid model vertical mismatch metric is not satisfied based on the comparison of the actual well data to the model well data, the computer-readable instructions further cause the one or more processors to compare the plurality of wells of the actual well data to a cluster metric. When the cluster metric is satisfied, the computer model is locally updated proximate the plurality of wells based at least in part on the actual well data. When the cluster metric is not satisfied, the computer model is globally updated based at least in part on the actual well data. 
     It is to be understood that both the foregoing general description and the following detailed description present embodiments that are intended to provide an overview or framework for understanding the nature and character of the claims. The accompanying drawings are included to provide a further understanding of the disclosure, and are incorporated into and constitute a part of this specification. The drawings illustrate various embodiments and together with the description serve to explain the principles and operation. 
    
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
         FIG. 1  illustrates a flowchart of an example process for updating a structure computer model according to one or more embodiments described and illustrated herein; 
         FIG. 2  illustrates an example graphical representation of a structure computer model with a plurality of actual well location markers and a plurality of simulated, model well location markers according to one or more embodiments described and illustrated herein; 
         FIG. 3  illustrates a flowchart of an example traversal of the flowchart shown in  FIG. 1  according to one or more embodiments shown and described herein; 
         FIG. 4  illustrates a flowchart of an example process for updating a property computer model according to one or more embodiments described and illustrated herein; 
         FIG. 5  illustrates an example porosity plot comparing an actual porosity histogram and a model porosity histogram according to one or more embodiments described and illustrated herein; 
         FIG. 6  illustrates another example porosity plot comparing an actual porosity histogram and a model porosity histogram according to one or more embodiments described and illustrated herein; 
         FIG. 7  illustrates another example porosity plot derived from well log data comparing an actual porosity histogram and a model porosity histogram according to one or more embodiments described and illustrated herein; and 
         FIG. 8  illustrates an example computer device for performing functionalities according to one or more embodiments described and illustrated herein. 
     
    
    
     DETAILED DESCRIPTION OF THE DISCLOSURE 
     Embodiments of the present disclosure are directed to systems and methods for updating reservoir static models. More particularly, the embodiments described herein provide for systems and methods that evaluate computer model well data and actual well data in view of various metrics to determine if the reservoir static model (also referred to herein as a computer model) should be updated globally or locally. 
     Computer-based reservoir static models simulate fluids within a reservoir. For example, the fluids within the reservoir may be oil, natural gas, and/or water. Such reservoir static models may be configured as a three-dimensional grid model, which may include many different model parameters. Example model parameters may include porosity, permeability, well identifiers, simulated production data, and the like. 
     The computer-based reservoir static models described herein may include a structure computer model, which includes information regarding the physical structure of a field (e.g., topography of the field, well locations, well geometries and the like), and a property computer model, which includes information regarding the physical properties of the field, such as porosity and permeability, for example. The structure computer model and the property computer model may be separate models, or they may combined into a single model, for example. Thus, although embodiments described herein are described in the context of a “structure” computer model and a “property” computer model, these computer models may be provided in a single model using modeling software. 
     Globally updating an existing computer model takes a significant amount of time, and is processor-intensive. Therefore, it may be desirable to not globally update the model, but rather locally update the computer model in cells that intersect with newly drilled wells that provide the new well data. However, the new well data from the newly drilled wells may be inconsistent with the existing modeled well data of the computer model, or the newly drilled wells may be located far apart, and thus a local update to the computer model may not be advisable. Embodiments of the present disclosure quantify the decision as to how to update the computer model, either globally or locally. The systems and methods described herein automatically and without human intervention, globally or locally update the computer model when actual well data from newly drilled wells is received by the computer modeling software. 
     Various embodiments of systems and methods for updating reservoir simulation computer models are described in detail below. 
     Referring now to  FIG. 1 , a computerized method  100  for determining a proper update process for updating a structure reservoir static model (referred to herein as “structure computer model”). As described in more detail below, the computerized method  100  is used to select a global update to the structure computer model or a local update to the structure computer model. At block  101 , actual well data for a plurality of newly drilled wells is received, such as by a computer modeling software program. In some embodiments, the functionalities described herein are incorporated directly into the computer modeling software program. 
     The actual well data comprises at least the actual geographic location (e.g., UTMX and UTMY coordinates) for each newly drilled well. Non-limiting actual well data relating to the structure computer model comprises the following:
         Field Name   Reservoir Name   Unique Well Identifier (UWI)   Date   UTMX coordinate   UTMY coordinate   Deviation survey       

     At block  102 , a grid model vertical mismatch is calculated for the newly drilled wells. The grid model vertical mismatch is a mismatch between the actual location of well location each newly drilled well, and the vertical location of the marker for the corresponding surface location for each well in the structure computer model, these locations are obtained from the deviation surveys. The data of the structure computer model is not one hundred percent accurate, and thus there will be a vertical difference between the actual intersection point of the newly drilled wells and the model intersection points of the newly drilled wells in the structure computer model. This difference is the grid model vertical mismatch. 
     The grid model vertical mismatch may be determined in a variety of ways. In some embodiments, only True Vertical Depth Sub-Sea (TVDSS) grid model vertical mismatch is calculated at the cells where the wells are intersecting the grid model (which is calculated from the wells deviation survey). In other embodiments, well picks are calculated from the grid model then compared to the interpreted actual well picks and the mismatch is determined. It is noted that only the vertical mismatch is calculated. There is no need to calculate lateral mismatch because the lateral value (i.e., the X and Y coordinates) are considered final as per the values from the deviation surveys. 
     At block  104 , it is determined whether or not a grid model vertical mismatch satisfies a grid model vertical mismatch metric. As a non-limiting example, the grid model vertical mismatch metric is whether or not the grid model vertical mismatch is less than a seismic uncertainty of the structure computer model. The structure computer model has a seismic uncertainty associated therewith. As is known in the art, there are uncertainties that are present in every structure computer model. These errors may impact the simulation of the production of oil and gas, as well as how to develop fields with additional wells in the future. These uncertainties may be quantified as a seismic uncertainty value. Embodiments are not limited to any value for the seismic uncertainty. As non-limiting example, the seismic uncertainty of a model may be 30 meters, 25 meters, 20 meters, 15 meters, 10 meters, or 5 meters. 
     In this example, the determined grid model vertical mismatch is compared with the seismic uncertainty. In some embodiments, an average grid model vertical mismatch of all of the newly drilled wells is compared with the seismic uncertainty at block  104 . If the average grid model vertical mismatch is greater than the seismic uncertainty, the grid model vertical mismatch metric is satisfied and the process moves to block  106 . If the average grid model vertical mismatch is less than the seismic uncertainty, the grid model vertical mismatch metric is not satisfied and the process moves to block  108 . 
     In other embodiments, the individual grid model vertical mismatch for each newly drilled well is individually compared with the seismic uncertainty. If any one of the individual grid model vertical mismatches are greater than the seismic uncertainty, the grid model vertical mismatch metric is satisfied and the process moves to block  106 . If all of the individual grid model vertical mismatches are less than the seismic uncertainty, grid model vertical mismatch metric is not satisfied and the process moves to block  108 . 
     At block  106 , when the grid model vertical mismatch metric is satisfied, the model is globally updated. In this situation, the discrepancy between the actual locations of the well openings and the structure static model is too great, and therefore may indicate additional discrepancies throughout the structure computer model. The actual well data from the plurality of newly drilled wells is used to globally update the structure computer model. In this case, well data from the plurality of newly drilled wells is used along with the rest of the wells within the same field to globally update the structure computer model. 
     At block  108 , it is determined whether or not the new wells are clustered together. If the new wells are clustered together, the structure model is locally updated at block  110 . If the new wells are not clustered together, the structure model is globally updated at block  112 . A cluster metric is used to determine if the new wells are clustered (i.e., spatially close to one another), or spatially scattered apart. The cluster metric may be a threshold distance between wells. The threshold distance may be any appropriate distance and is not limited by this disclosure. 
     The spatial threshold distance may be determined based on the data analysis, variogram and/or the well influence radius from production data. As a non-limiting example, if the wells are 2 km apart on average then they are considered clustered. Whereas if the wells are 5 km apart and above, they are considered to be sparse. 
     As a non-limiting example, the distances between the newly drilled wells may be averaged for an average distance between wells. The average distance between wells may then be compared with the threshold distance of the cluster metric. When the average distance between newly drilled wells is less than the threshold distance (i.e., the newly drilled wells are clustered together), the cluster metric is satisfied and the process moves to block  110  where the structure computer model is locally updated. When the average distance between newly drilled wells is greater than the threshold distance (i.e., the newly drilled wells are spatially scattered), the cluster metric is not satisfied and the process moves to block  112  where the structure computer model is globally updated. 
     One way to locally update the model around the newly drilled wells is to define the area (radius) where the update will take place and the new wells that will be included using the current static model. Next, the structure computer model is adjusted for the new tops within the defined area (radius), and the property computer models are adjusted for the new logs within the same radius. 
     In another non-limiting example, the distances between newly drilled wells are individually compared with the threshold distance. For example, one or more of the distances between newly drilled wells is greater than the threshold distance, the cluster metric is not satisfied and the process moves to block  112  where the structure model is globally updated. Otherwise, the process moves to block  110  where the structure model is locally updated. 
     In another non-limiting example, if a certain percentage of the total number of distances between newly drilled wells is greater than the threshold distance, the cluster metric is not satisfied and the process moves to block  112  where the structure model is globally updated. Otherwise, the process moves to block  110  where the structure model is locally updated. For example, the certain percentage may be established as 20%. In this example, if there are ten distances between wells measured, and three of these distances are greater than the threshold distance, the process would move to block  112  where the model is globally updated. 
     Referring now to  FIG. 2 , a non-limiting example illustrating four newly drilled well is shown on a graphical representation  200 . Actual geographic locations of the four newly drilled wells are illustrated by actual well markers  203 A- 203 D. The model geographic location for each modeled well corresponding to the actual newly drilled wells are illustrated by modeled well markers  202 A- 202 D. As shown in  FIG. 2 , there are elevation differences  204 A- 204 D between the actual well markers  203 A- 203 D and the modeled well markers  202 A- 202 D, respectively. These elevation differences represent a grid model vertical mismatch between the modeled well markers  202 A- 202 D and the corresponding actual well markers  203 A- 203 D. The elevation differences  204 A- 202 D may be the same or different. In this example, each of the elevation differences  204 A- 202 D is 300 meters. 
     Additionally,  FIG. 2  illustrates the distance between actual well markers. In the example, a first distance  205 A between the first actual well marker  203 A and the second actual well marker  203 B is 147 km, a second distance  205 B between the second actual well marker  203 B and the third actual well marker  203 C is 109.5 km, and a third distance  205 C between the third actual well marker  203 C and the fourth actual well marker  203 D is 138.5 km. In this example, an average of the first through third distances  205 A- 205 C is determined and compared against a threshold distance of 5 km. Because the average of the first through third distances  205 A- 205 C is greater than the threshold distance of 5 km, the newly drilled wells are spatially scattered. 
     Referring now to  FIG. 3 , a flowchart  300  traversing the process of the computerized method shown in  FIG. 1  with the example of  FIG. 2  is illustrated. At block  302  (corresponding to block  102  of  FIG. 1 ), the grid model vertical mismatch is calculated at 300 meters. At block  304  (corresponding to decision block  104  of  FIG. 1 ) it is determined that the grid model vertical mismatch of 300 meters is less than a 780 meter seismic uncertainty for the structure computer model and thus the grid model vertical mismatch metric is not satisfied. At block  308  (corresponding to decision block  108  of  FIG. 1 ), it is determined that the first through third distances  205 A- 205 C are greater than the 5 km threshold distance and thus the cluster metric is not satisfied. Therefore, the structure computer model is globally updated at block  312  (corresponding to block  112  of  FIG. 1 ). 
     Embodiments of the present disclosure also provide methods for selecting a proper method of updating a property computer model of a reservoir (also referred to herein as a property reservoir static model). The property computer model is a three dimensional grid model that includes a plurality of properties of the field at each grid cell of the model. Any number of properties may be included. Non-limiting properties of the property computer model include:
         Field Name   Reservoir Name   Unique Well Identifier (UWI)   Date   Original Porosity   Original Permeability (in X, Y and Z direction)   Simulation Porosity   Simulation Permeability (in X, Y and Z direction)   Reservoir layers       

     Referring now to  FIG. 4 , a computerized method  400  for determining a proper update process for updating a property computer model. As described in more detail below, the computerized method  400  is used to select a global update to the property computer model or a local update to the property computer model. At block  401 , actual well data for a plurality of newly drilled wells is received, such as by a computer modeling software program. The actual well data includes actual property data for the plurality of newly drilled wells. The property data may include some or all of the properties listed above. Further at block  401 , model well data may be accessed from the computer model for a plurality of modeled wells 
     At block  402 , one or more statistics for the various properties of the property data are determined. As examples and not limitations, properties may include property minimum, mean, and maximum at the locations of the new wells (e.g., minimum porosity, mean porosity, and maximum porosity). 
     The process then moves to block  404 , where it is determined whether or not a property statistic metric is satisfied. If the property statistic metric is satisfied, the process moves to block  406 . If the property statistic metric is not satisfied, the process moves to block  412 , where the property computer model is globally updated. 
     The property statistic metric may take on a variety of forms. In one example, determining whether or not the property statistic metric comprises comparing actual property data statistics with modeled property data statistics. The modeled property data statistic may be derived from the property computer model, and, more specifically, using property data obtained from all of the previous wells that have been used to construct the model. The actual property data statistics may be derived from actual property data from all wells that were previously drilled, including the newly drilled wells. Thus, the modeled property data statistics are based on the property computer model, and the actual property data statistics are based on data from all of the wells that were previously drilled, including the newly drilled wells. 
     In one non-limiting example, an error is determined between the actual property data statistics and the modeled property data statistics. For example, an error between the mean of the actual property data and the modeled property data. This error may then be compared against a mean threshold. When the error is less than the mean threshold, the property statistic metric is satisfied and the process moves to block  406 . 
     As a non-limiting example, the actual property data statistics may be visually represented by an actual property data histogram and the modeled property data statistics may be represented by a modeled property data histogram. The actual property data histogram includes property values derived from previously drilled wells (including newly drilled wells) arranged in bins. The modeled property data histogram includes property values derived from the property computer model arranged in bins. The actual property data histogram may be visually compared with the modeled property data histogram to ascertain differences 
       FIG. 5  illustrates two porosity histograms  500  including an actual porosity histogram (i.e., an actual histogram) and a model porosity histogram (i.e., a modeled histogram). The x-axis is porosity, and the y-axis is the percent of the values of the respective actual porosity data and the modeled porosity data within a bin arranged along the x-axis. The actual porosity data includes the porosity values of all of the previously drilled wells (including the newly drilled wells). The modeled porosity data includes the porosity values of the property computer model. As shown in  FIG. 5 , the two histograms are similar in distribution. The porosity data of the newly drilled wells did not significantly change the distribution, and thus the means between the two histograms are almost the same. Therefore, in the example of  FIG. 5 , the property statistic metric is satisfied. 
       FIG. 6  illustrates two porosity histograms  600  wherein the property statistic metric is not satisfied. As shown in  FIG. 6 , the distributions of the actual porosity data and the modeled porosity data are different, and the means of the actual porosity data and the modeled porosity data are also different. Thus, the porosity data of the newly drilled wells did significantly change the distribution, and thus the means between the two histograms are different. Therefore, in the example of  FIG. 6 , the property statistic metric is not satisfied. 
     As stated above, if the property statistic metric is not satisfied, the property computer model is globally updated at block  412  using the actual property data obtained from the newly drilled wells. 
     If the property statistic metric is satisfied, the process moves to block  406 , where synthetic well logs are created from the property computer model. More particularly, the synthetic logs are created from the cells of the property computer model that intersect with the well trajectory of the newly drilled wells. Non-limiting synthetic well log data includes:
         Field Name   Reservoir Name   Well Name and Number   Unique Well Identifier (UWI)   Measured Depth   Predicted Saturation   Predicted Porosity   Predicted Permeability       

     At block  406 , the synthetic well log data created from the property computer model is compared with actual well log data of the newly drilled wells according to a predictability metric. The comparison between the two sets of log data yields a log error indicative of a difference between the synthetic well log data and the actual well log data. In a non-limiting example, the log error is a difference between the mean of a property (e.g., porosity) for the synthetic log data and the mean of the same property for the actual log data. The model predictability metric may be a log error threshold. Embodiments are not limited by any particular log error threshold, and the log error threshold may be established by the user. When the log error (e.g., the difference in mean values) is less than the log error threshold, and thus the predictability metric is satisfied, the process moves to block  408 , where the property computer model is locally updated. A small log error means that the property computer model did an accurate job in predicting the actual property values at the locations of the newly drilled wells. When the log error is greater than the log error threshold, and thus the predictability metric is not satisfied, the process moves to block  410 , where the property computer model is globally updated. 
       FIG. 7  illustrates two histograms  700  including an actual porosity histogram from actual well log data and a model porosity histogram from synthetic well log data. The x-axis is porosity, and the y-axis is the percent of the values of the respective actual porosity data and the modeled porosity data within a bin arranged along the x-axis. The actual porosity data includes the porosity values of the newly drilled wells). The modeled porosity data includes the porosity values of the property computer model. As shown in  FIG. 7 , the two histograms are similar in distribution. Thus, it is expected that the means between the two histograms would be similar and thus the model predictability metric will be satisfied. 
     It is noted that different individual properties may be compared against the model predictability metric. In some embodiments, if any one of the properties produce a log error that does not satisfy the model predictability metric, the property computer model is globally updated at block  410 . In some embodiments, the log error for multiple properties are averaged together, and the averaged log error is compared against a single log error threshold to determine if the model predictability metric is satisfied. 
     After the structure computer model and/or the property computer model is updated, the information of the computer model(s) is used by users to make informed decisions on how to develop fields, such as where and what type of wells are to be drilled. The updated model(s) thus provides users with more reliable information when formulating development plans. These future wells are drilled, data is collected, and the computer model update process is repeated to provide users with up-to-date information. 
     Embodiments of the present disclosure may be implemented by a computing device, and may be embodied as computer-readable instructions stored on a non-transitory memory device.  FIG. 8  depicts an example computing device  800  configured to perform the functionalities described herein. The example computing device  800  provides a system for determining an optimal model update method, and/or a non-transitory computer usable medium having computer readable program code for e determining an optimal model update method embodied as hardware, software, and/or firmware, according to embodiments shown and described herein. While in some embodiments, the computing device  800  may be configured as a general purpose computer with the requisite hardware, software, and/or firmware, in some embodiments, the computing device  800  may be configured as a special purpose computer designed specifically for performing the functionality described herein. It should be understood that the software, hardware, and/or firmware components depicted in  FIG. 8  may also be provided in other computing devices external to the computing device  800  (e.g., data storage devices, remote server computing devices, and the like). 
     As also illustrated in  FIG. 8 , the computing device  800  (or other additional computing devices) may include a processor  830 , input/output hardware  832 , network interface hardware  834 , a data storage component  836  (which may store model well data  838 A (e.g., reservoir static model data, such a structure and property reservoir static model data), actual well data  838 B, and any other data  838 D), and a non-transitory memory component  840 . The memory component  840  may be configured as volatile and/or nonvolatile computer readable medium and, as such, may include random access memory (including SRAM, DRAM, and/or other types of random access memory), flash memory, registers, compact discs (CD), digital versatile discs (DVD), and/or other types of storage components. Additionally, the memory component  840  may be configured to store operating logic  842 , computer model logic  843 , and model update logic  844  (each of which may be embodied as computer readable program code, firmware, or hardware, as an example). A local interface  846  is also included in  FIG. 8  and may be implemented as a bus or other interface to facilitate communication among the components of the computing device  800 . 
     The processor  830  may include any processing component configured to receive and execute computer readable code instructions (such as from the data storage component  836  and/or memory component  840 ). The input/output hardware  832  may include an electronic display device, keyboard, mouse, printer, camera, microphone, speaker, touch-screen, and/or other device for receiving, sending, and/or presenting data. The network interface hardware  834  may include any wired or wireless networking hardware, such as a modem, LAN port, wireless fidelity (Wi-Fi) card, WiMax card, mobile communications hardware, and/or other hardware for communicating with other networks and/or devices, such as to receive the model well data  838 A, the actual well data  838 B, and the other data  838 C from various sources, for example. 
     It should be understood that the data storage component  836  may reside local to and/or remote from the computing device  800 , and may be configured to store one or more pieces of data for access by the computing device  800  and/or other components. As illustrated in  FIG. 8 , the data storage component  836  may include model well data  838 A, which may include structure computer model well data and property computer model well data. Similarly, the actual well data  838 B may be stored by the data storage component  836  and may include data measured from actual wells that were drilled. Other data  838 C used to perform the functionalities described herein may also be stored in the data storage component  836 . 
     Included in the memory component  840  may be the operating logic  842 , the computer model  843 , and the model update logic  844 . The operating logic  842  may include an operating system and/or other software for managing components of the computing device  800 . Similarly, the computer model logic  843  may reside in the memory component  540  and may include one or more computer models for simulating reservoirs. The model update logic  844  may be configured to perform the model update selection functionalities described herein. In some embodiments, the model update logic  844  is included in the computer model logic  843 . 
     It should now be understood that embodiments of the present disclosure are directed to systems and methods for updating a computer model by evaluating various metrics to select either global or local updates. In certain situations, locally updating the computer model is preferred because globally updating a computer model is time and processing power intensive. However, in other embodiments, globally updating the model is preferred because it will provide for a more accurate computer model. 
     Having described the subject matter of the present disclosure in detail and by reference to specific embodiments thereof, it is noted that the various details disclosed herein should not be taken to imply that these details relate to elements that are essential components of the various embodiments described herein, even in cases where a particular element is illustrated in each of the drawings that accompany the present description. Further, it will be apparent that modifications and variations are possible without departing from the scope of the present disclosure, including, but not limited to, embodiments defined in the appended claims. More specifically, although some aspects of the present disclosure are identified herein as preferred or particularly advantageous, it is contemplated that the present disclosure is not necessarily limited to these aspects.