Elasticity | A framework based on the Scheduler-Agent-Supervisor pattern | Job Scheduling library
kandi X-RAY | Elasticity Summary
kandi X-RAY | Elasticity Summary
Elasticity is an implementation of the Scheduler-Agent-Supervisor pattern as blogged by Clemens Vasters. The goals for Elasticity is to build a solid foundation for facilitating scalable and resilient services. The idea is you would run the Schedulers and Supervisor on any machine you wish and you would run as many instances of Agents as you require for handling various tasks. The scheduler accepts jobs (with many tasks) and distributes them to the Agents who know how to handle these tasks. There is more to it than that but that is a simple example. You would implement the parts that push jobs & tasks into the Scheduler and then implement your Agents to execute the tasks. This framework will help handle the infrastructure requires to scale while being resilient to faults.
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QUESTION
I have two data pipelines; say a production pipeline and a development pipeline. I need to verify that the tables produced at the end of each pipeline are the same. These tables may be in different databases, in different data centers, and may each contain anywhere from hundreds of lines to a billion lines.
TaskI need to provide all rows that each table is missing, and all rows that are mismatched. In the case where there are mismatched rows, I need to provide the specific rows. For example:
...ANSWER
Answered 2021-May-25 at 23:13Can you try with something like this?
QUESTION
I was following this tutorial https://www.youtube.com/watch?v=nNjRz31-7s0&t=181s because I wanted to learn pymunk, but then the problem that is described in the title occured. I´ve already tried restarting IDLE and searching for a solution online, but its difficult to find something because I´m not getting an error message . Can you tell were the mistake is?
...ANSWER
Answered 2021-May-24 at 09:36I am getting an error message:
QUESTION
I am trying to increase size of my root volume for my ami ami-0d013c5896434b38a
- I am using terraform to provision this.
Just to clarify - I have only 1 instance. And I want to make sure that if I need to increase the disk space, I don't have to destroy the machine first. Elasticity (EC2) is my reason to believe that it's doable.
Does anyone know whether this is doable? Yes, I could simply do terraform plan
and do a dry-run, but just double-checking.
ANSWER
Answered 2021-Apr-25 at 06:16It is doable through the AWS Console or AWS CLI, but not through Terraform, based on a quick test.
Changing the volume_size parameter from 10 to 20 in an aws_instance definition such as the one below caused a destroy/re-create of the instance. Using terraform 0.15.0
If you need to keep managing the instance with Terraform, consider the option of (1) performing the modification outside of Terraform (aws console or CLI) and (2) importing the modified resource back into terraform.
In the second section of the answer I describe a simple example of re-importing into Terraform the state of the aws_instance modified through the console. Disclaimer: do this at your own risk and after suitable testing in a non-production environment. Read carefully the warnings in the documentation for the terraform import command
Testing EBS modification done in Terraform - requires instance replacementQUESTION
I have a square containerView with a roundImageView inside of it. The containerView is added to the UIDynamicAnimator. When the corners of the containerViews collide off of each other I need them to bounce off of the roundImageView, same as this question. Inside the the customContainerView I override collisionBoundsType ... return .ellipse
but the collision is still occurs from the square and not the circle, and the views are overlapping each other.
customView:
...ANSWER
Answered 2021-Apr-11 at 15:44Looks like collision behavior doesn't like .ellipse
type when the views are positioned exactly on top of each other.
Running your code a few times gives different results (as expected)... sometimes, all 5 views end up in a full vertical stack, other times it ends up with some overlap, and other times (after waiting a few seconds) the views settle with a couple visible and the others way below the bottom of the view - I've seen their y-positions get to > 40,000.
I made a few modifications to your code to see what's happening...
I added more views and gave each one a shape layer showing the ellipse bounds.
Then, instead of starting with them all at identical positions, I created a couple "rows" so it looks like this:
Then, on each tap, I reset the original positions and toggle the UIDynamicItemCollisionBoundsType
between ellipse and rectangle, and then call addAnimatorAndBehaviors()
again.
Here's how it looks on sample .ellipse
run:
and on sample .rectangle
run:
As we can see, the .ellipse
bounds are being used.
Here's the code I used to play with this:
QUESTION
I am trying to have it so I have 3 different models each with two regressions underneath of them. Ideally I'd like the table columns to be organized like
...ANSWER
Answered 2021-Apr-05 at 20:59Instead of @span
you should insert the range of columns the \cmidrule
is supposed to span:
QUESTION
I am trying to figure out how to perform an elasticity analysis to a model I have developed. To do so, I intend to apply a 10% on each parameter of the model and measure the change in the output. I have written a simple function including all the parameter as arguments.
My challenge is that I don't know how to automatize this process to all the arguments with an apply function or a loop.
Let's take a dummy function as an example:
...ANSWER
Answered 2021-Jan-26 at 19:59Changing the parameter names is a bit messy, but you can do the do.call()
syntax to build a named list. You can also use formalArgs()
to get the names of the arguments of your function
So you could do something like
QUESTION
I am new to python and I have a question related to counting elements in a list in the insensitive case. For example I have a list as below:
...ANSWER
Answered 2021-Jan-30 at 16:43QUESTION
Trying to create a function that takes in a demand schedule and adds a column in the data frame that has elasticity at each point. If you run my code below, you get a data frame with repeated values in each column. Is there something wrong with my for loop?
...ANSWER
Answered 2021-Jan-05 at 04:55You need to put your return statement outside of your loop.
I think placing return
inside your loop is exiting the function entirely, which is why the first result is being generated. From datamentor.io, "If it is not the last statement of the function, it will prematurely end the function bringing the control to the place from which it was called."
QUESTION
In the code below, my aim is to use pymunk.Body.update_velocity(body, gravity, damping, dt) to dampen the mass. I know I can use global damping here but I want to add more masses later on and have custom damping for each one, and so I want to learn how to deploy body-specific damping. I have the following questions
- Where in the code should I insert pymunk.Body.update_velocity function
- Can I leave gravity blank if I don't want custom gravity. Or should I just write space.gravity
- What is dt here and how do I determine that
Please let me know if you need more details
...ANSWER
Answered 2020-Nov-24 at 12:40Did you find the example in the documentation here: http://www.pymunk.org/en/latest/pymunk.html#pymunk.Body.velocity_func ?
You need to define a custom velocity function somewhere, and then set it on the body you want it. So preferably you define it before you create the bodies. In this function you can call the existing default velocity function (
pymunk.Body.update_velocity
) if you want, but that is not a requirement. It depends on if you want to write all code to update velocity of the body yourself, or if you want to just modify it a bit with the existing code as a base. Since you only want to modify the damping I think its easiest to call the default function.When you call the default v function you can send in the same gravity unmodified as you get it in your custom function.
dt is the delta time. I see now the docs could be improved here, I will make a note. So the dt is the same value as the dt sent to
space.step(dt)
function in your simulation loop.
All in all, I think something like this would do (you just need to adjust the calculation of modified_damping to the logic you want):
QUESTION
ANSWER
Answered 2020-Nov-03 at 16:01So it took me some time, and I am not 100% sure still of why it works because I think im finding the JavaScript angles system a bit tricky, but:
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