I'm with the engineering department and I hardly invited you for the if you are ready to give a presentation with for the webinar. so I would like to introduce you to our students will be watching you live on Facebook as a platform so I'll just quickly give you an introduction and then you can. see we have. we have doctors who are with us. And she's in the. and has completed her from. IT school. the development of an integrated model for flood management as well and and being guided by doctor the professors Professor. So. the. and. Information on which is more important and it's the students are right now. Hydraulic Engineering as a subject so you can pursue. Now good afternoon to all of you and I welcome you for this webinar series. Let me share my screen and we'll. of my camera so that you can see your data. Before I post it. Right once again. I welcome you all and I'm extremely thankful to the management. University principles PETA the civil engineering department. and my special thanks to. and. Madam. Madam for giving me. Opportunity to share my ideas and views to your students and hope the concept is very important for our future. scenario. right by learning. not in the present scenario, but even for your future professional career. also you can use this type of. freely available software. So this is just a beginning you can. It and I will tell you later on if I will get the time I will share some of the available software. right for especially for water resources for any of your. structural engineering or any other branches. Also right. so though you're from and I'm having a specialization in water resources, let me take one software like a. so before we. Presentation but it gives you a brief idea about the Hera. right and later on in the future. If you are interested, you can contact me in this email. This is my official email address right so let's begin with the overview of the class and it's application right so first of all as you know that is with the technique and technological development taking place in this present domain right we. As a civil engineer. we can use significantly all this development in a field of hypnosis management and environmental engineering, and so on right so for any of the decisions answers to various softwares are available in markets, especially for flood modelling because we are going to discuss about the HEC right and that's why I've written the flood modelling. This is a specialization that I'm having I'm working for. integrative flood management. Also for the flood modelling and I have used number of softwares also. but before we post it further, I will tell you that that Masters it's the city. we're having any in Hydraulic structure and one of the subject it is hydro inform in which they are learning this. groundwater modelling. That is for network and so. FWM M like so many softwares we are. especially. and teaching them and then the same software they are either at a 4 year. professional career. I've told you they're using and even they're used for their dissertation work. Also, so I know that we are at UG labels but still for your final project. The most widely use software and especially for hacks that is for the flood modelling and again it is user friendly and freely available and with the right inundation mapping of studies possible right and even if we are using GIS right our GIS so you can have the Geo and you can develop any number of maps right. even we can. Do the flooding analysis and a number of studies related with the flood? The duplication and some of the basic. RDA is that UPG also so if you are good at DIS, along with the DM right, we can develop the more detail confine result right, so a lot of work has been done by the Hydrologic Engineering Center that is etc. So the word here, it's ETC, is nothing but Hydrologic Engineering Center and River. System That's a full form of the software so before you proceed with any of the software first thing you should know about the full form of the software. Second, who is this right? which version we are using because a lot of versions right? It's a day and night the people are working for the audition so you will have a full version and immediately you will have the best version 5.15 .3 likewise. so here are the number. Of softwares that are available and this. we can use for the blood flowing as I have already mentioned and we can use that is support system tool, which is in right for various decision making so not only the probation not only the students, but even the authorities can use such type of software right for that. the project and they can take this decision in the right manner at the right time right so. Let us have a history just a brief idea. I'm giving you as I've mentioned they've started back in 1967 and then still. on and on, so I started with the haiku one that is only the flood hydrographics and then with series right there is a operation simulations, including the water quality components are added here so if you're not interested with the water but still, if you're interested in the water quality, especially for environmental engineering, you can use this era so with the urban. Hi. Hi. IM, That is a reservoir simulation and so on and the last we'll show you that also okay. So these are all. specialized and widely used all over the world. so hope now that things are clear to you. That is what is a full form of FTC that that's nothing but hydrologic Engineering center I've made this at ENC is a well informed for in this font. With the red color, so you can understand and they are developed by US Army Corps of Engineers and RES. It's analysis system so they have started with the first version right. Like a levy that you can model that levy construction and whether the ABA is going to be protected by the levy against in 100 years, flood on that you can model so there are lot of capabilities and applications of this chakras right so we can do even the integrated modelling crafts along with the. right I can do the integration I can use HEC along with the sweat. It is nothing but soil water and it's a stool so. Integration is also possible so once you will start using one of so let us start with this right at least try by your own apply for a small example. at your for your lab or for your UV project and then try to integrate with some of the other softwares. So this integration I'm trying to give you the brief idea that are the things which are going on. so if you are planning for your masters, if you're not planning even for your masters, you can start with your. Professional career, but at least this knowledge. right for especially for water sources, so I can sit on the hydraulics. There are very important. information which you are going to carry okay so in case for your injury, also for your job interview you can say yes, I'm having a little bit knowledge of the chakras. It's applicable and hands-on training also now. Finds a particular commercial applications in floodplain management right and Incoming I will ensure your flood channels flood for this flood planes and hope at least that they're the hydrologic and water sources Engineering. I think that's a subject. so you know that. the with the development that are some areas that are enclosed right so now we are in coached and because of that right ad flood problems. the device. That we are facing and at least we should try to incorporate. in the study itself. this flood insurance topic. We are not giving much attention but this is a booming right now saying that this twenty-first century in if you will see in the black country, this is the most important topic. but for those who are having some. Inclinations the flood insurance you can always contact me but a little bit knowledge of your management. is required along with some right okay. So let's start with so it's you can simulate the flow in a natural rubber so natural and that difference is known to you right. so even I can apply for the artificial channels also and what we are going to get it. It's a water label along with the. I can develop the studies and areas can be elated so we can do do one and two dimensional water surface profile and we can go with the steady and steady flow along with the super critical and mixed it is everything is in simply you have to select the scenario which we have to simulate right so we can do the combined 1 day and two-day modelling also and The the equations are nothing but the equations and the conservation of momentum. Right so here, what are the capabilities of Chakra? So it's we can use for steady flow right and steady flow sediments, especially with water quality analysis. and it gives graphical outputs and reporting right in the table. Manners also and of course, once I have done that or whatever I'm giving as input and output every day can be stolen and managed. so whenever I. To run a simulation for a model with I have that it is possible to do the thing so in short we can do the applications for a breed or culvert modelling so those are having a transportation inclinations the transportation but again you are dealing with some of construction you can do this bridge culvert modelling also with the chakras in line structures like a dam wheels or gated Speedway. Not only the design but their safety analysis also one of my students has done. right so then analysis is also possible using this Chakra even the lateral structures are portable and especially as I've told you, I'm having a specialization in this management so once I say it includes everything it includes modelling insurance. management criteria strategies everything. so that's. Flame and encouragement and flood insurance also and those who are having inclinations. can also be used for that right so various flow analysis can also be possible so whatever you have studied and steady gradually to give in the entire book of your hydrologic. Whatever the A like everything is in so behind that screen. No everything is working. And based upon that theory so he's any fluid is based on a solution of one dimensional energy equation, and this is equations which we are using as and we know that my name is a fiction fact that it's very important to for calibration and validation of models this man's and. we have to look into details right so first one that is for a steady flow right. Continue the equation it is again we are using for unsteady flow. Momentum equation so that is for a local acceleration and this is equation so all these equations and mechanics. Maybe I think it's it is to improve and improve so you have started this now. What are the data requires so the moment that you start with a particular case study, you will see that the first we have to create a model right so that's calibration and for that right as like you have done in your profile survey. So what you? Constitutional Section cross section of the year for a river and I need the section and the cross section of River Systems. schematic I have to create the cross sectional Geometry II have to or I have to invert. Or I get from the DM also so. reach and are all in Hydraulic structures in line with the number of six number of breeds or two number of dams, whatever the data all these are geometrical data, then I have to give the input data like for the energy loss and for that the man is important right and then the contraction and expansion qualification. These are in right so you have to select the contraction and expansion coalition you can select based upon that. Which we are using for the routing and some of the data's like no other, it can be discharged it can be more it can be to build upon the data availability they have to select this data and once everything is in the moment we'll start with giving the boundary condition right then and then the flow will take place in between right so I will give you one example here. First. I'm interested to travel from. Right now, I'm having various options I can use the national highway can use the space where I can use some state highways and other options. Also, I can take a break at certain points. I can go directly. same as your right as recognition So now, if someone will ask you know the condition is you have to use only expressway with ninety kilometers. And you have to reach within this speculated time and then I have to follow certain conditions and I have to fulfill that condition to reach up to. he's like I'm supposed to give the condition the condition in which the water will flow in a river beach right that is particular distress is 500 meters per second water is flowing, then in a way that at the downstream a particular location water level is such and so the. Have the right open project or for the geometrical data? Can you see this? section Now? The point is that a steady steady so I'm the person right. The person is walking in a. particular speed constant speed. It's a hand stating so likewise when you move the cursor like the things that are. narrative will show so nothing to remember is the screen the software. we'll show you. This is our main screen of now we can start with the new project in a three different way. One is that is I can have this extension of file is in APA format whenever you work in the Chakra, you will have all files that is as you can see here. Project Project file So that is our next question. What if you're using you're having WWW. if you're using a. Having got a so likewise the file format is also known to you and when you download it before you are going to agree all the conditions and it will be sealed in your. seed drive right so as you can see our all all this data and you try to download along with the manuals and some of the data which are in so you can easily start with your work. For that particular examples, okay so now input parameters I can do using the survey data right so if I'm doing either using total stations or whatever instrument I'm using. But yes, I can have that latitude Longitude and. the XYZ right, and you can have that as an input data data. so this way a particular cross section will be you can see for a section what I needed a station and the elevation. So likewise a graph will be automatically at the moment I or you can directly from the Excel file which we are having okay. so that is also possible. Okay. So this cross section geometry will explain you the. case study right so by default, it's starts from the downstream so cross section one will be the downstream and it's it's increases in an upward direction. So this is a particular you can see the picture of a. flow is from upstream or downstream right. but cross section will start section one from downstream, then 234 so likewise the. Will be at the upstream. So the other way you can have the input parameters using the so if you're having digital elevation models, you can always download from the portal right so make sure you come in here. Maybe it's me ninety meters based on the. Elevation right, but data availability once you're down so that can be. Geo reference in a vast right and from the vast I can recall this along with the bank lines. A headdress I have to do the and steady flow analysis right so another way for the input using DM Okay. So this way you can have this. it's left or banks and right or bank and and so LOB ROB and channel so this way you will have to complete rivers right you want you to know section and a way where you find this particular numbers. all these are nothing but the cross section the particular. The station so this if you're using DM. then extracted directly right by the glass so here the station number and a station number C section Okay so another application as I've mentioned that is a floodplain mapping. so once you start with the mapping, you can find out very easily right and if you are having a Mason. Even if you don't have a car or the quick. or any other good high resolution, image even if you use Google Maps or Google imagery that you can find out which building will be under some at what time what will be the day? What will be the velocity? that's application of heads? Okay So it's a river analysis system that. of engineers and what are they? Than our phones now, so as I was mentioning that this is a main channel for which for a particular class section, we are going to give the teenagers and this particular desk right the elevation. Here we are having this. This is a normal water condition a water surface and when the flood occurs right. this particular normal water level, It's not that discharge is not in position to accumulated or. just in this main channel and it starts going in this race. right so I hope the thing is known to you. The moment I stand in the direction of my. I need to the direction of the floor my right hand side where I use the right and left hand side the left hand. so this is a normal way to understand that Sos is a computer models and it will represents the stream as a set of course sections along the channel and as you can see the complete channel and number of cross sections the cross sections more fine will be your results. He. like. we are giving we are discussing we are going to discuss all these details. so we'll show you, but this is a cross section screen right and. the number of cross sections depends upon the availability of data right. I think we're not this is this threed dimensions because I'm having a specialization in this really modelling also so this way when we are having XYZ coordinates. so this is a way in which you can then that's really. Modelling The outputs can be available in this manner so we can get right with. energy gradient flow. right. the fiction losses the area flow area like velocity and at every section. What is a discharge? value city area. so you can have it at a particular stations also, and for all stations along the complete. So our tables and summary tables are also available now the best application is a flood modelling using hacks, so that are really types of masks like including the flood depth flood velocity and you can double various flood risks based on that we can have the flood risk assessment and accordingly we can apply the flood management strategies right so we can do. Controls non structurally so here's the mapping so it's provides like that. validity and other methods also to dissolve the blood so flood extends up to what extend the flood has damaged. I think so. Lot of velocity event and migration maps so if you are interested that I know that a particularly. it's not in a position to carry one in 100 years, so if I'm doing the modification, I can develop that migrations or modification maps also before and after the modelling right so here. the point we have mentioned that integrated flood models. So I can indicate along with the ideological modelling system where I will have a discharge flood discharge at the outlet of a particular watershed or whatever. and I'm having a water surface along the River Ridge. If I combine this two along with the RI can have the floor mats Okay. So this is nothing but a integration. This is a screenshot of model. to all the softwares we are having in as a as AP GS for our PG students right, so these are the references you can download the software even if you can Google it. No it's ideological Engineering center and download a particular. I your type of. or all the software so you will get everything along with the manual application guide the reference manual for all the versions and everything is freely available right. So thank you for this first half Let me start with the second half. and. So as for the top eight, it's a hydrologic. Hydraulic modelling and mapping using HEC so here in we'll discuss a case study of it is located in Ramadan basin. The When we have started with this type of studying at that time this statue of unity was on paper, it was not instructed. so don't feel like that. I'm just explaining the very old study, but because of our gum and that they have completed with the fastest in the statue of unity and now it's one of the one of not only the India but for all. Alright so when we have started, it was a point that if we build a statue of unity and the one of the sad. hill right, which is on the downstream of the. so I will show you in the next live. so whether the is safe against once in 100 years, flood where there is there any covering this possible on the foundation on which the strategy of unity. Going to be constructed, so we have started with this concept. and what is the back of this they should be an after constructing it is a process. So what is it will be the project will be over what will be the impact right? back or what is the impact of this generation? We are on this reach between the. up to this year, so we have this one dimensional model for flood inundation mapping. Location of the And this is it so that's it then. okay. Everything is required to be studied in videos at the same time we have to study the different frequency and also right so the if I'm interested to know about what will happen say for once in 100 years, flood will occur so for that, I have to do separately. frequency analysis right and that data will be the input parameters for this so for different intensities and wearing magnitude that they occur. In a form of a property and most importantly, the role of human rights, which we can save with this type of flood modelling right, I'm not going in details with the frequency analysis we have studied maybe in. hydrologic water sources that is dumbbells or lo. and or a normal. so based on the data availability you can do. So the point is that what is frequency analysis and I'm interested to do the casting. So if I read some of the water. from the time I can predict in advance what will be the water level and the downstream that is here at the Golden Bridge near the so this is called the casting the prediction of a flood that means both precisely the water in a river at a specific location at a specific time in near future. What is a casting and nowadays right this platform casting has recognized as a boosting important reliable cost effective non structural measures for the flood medication, and that's why all these flood modelling is getting more attention because by using this type of flood modelling right the flooding is a very important output which we are getting. If you will see in detail with the casting right a lot of important as you know, it's a more precise cost effective. by a reservoir. flood management. so it's structural. which requires huge construction. amount and a lot of other systematic you know used to construct so here once you have this model right. You're having this is a non structural. of. Control me right, so you can ask people to move to the safer side. you can regulate the flood accordingly from the reservoir and from the bars or you can advise farmer from the harvesting of the crops right. And we can develop the maps right so this I have in the initial a half bath the various flags will show you how to jungle this flood maps. so we'll skip this time. Now moral study right we can use all this free available software along with other softwares. Also so this physical models right if I'm going to construct the physical models, which the Gary Gujarat Engineering Research Institute does Gary people are doing physical model requires time. It's time consuming very costly. it requires place to the physical modelling and very difficult to run different scenarios because. models mathematical model. Here for this particular case study, which I'm going to explain to you the purpose the purpose that is. as I mentioned that there are number of large that are constructed. but one of the largest multipurpose gems. so that's one of them and downstream of this. so that's at around 12.1 kilometer that they will be right is proposed still under construction. It's not completed and the purpose is the purpose. So as a pond for Reversible operation of Rivers powerhouse right and there's one here is created in this model along with this SSD also. We have used this class. 5.00. 5.03 along with the RAS. a that is 10.3 right, so we have obtained various. we have various situations and we have various maps to identify to to the vulnerability right so which can be helpful for the provision of. emergency evacuation plan Also. Now coming before we start with the in this there are some tops which are labeled but not free. break through to the bridge. like all all the previous one before the chakras all are licensed softwares if I go with the mic mic mic mic 1121 right all the 178 maybe eighteen likes of will be. So if you want to use this, you can but all facilities right all the facilities. whatever we are interested to deal with the problem is available in right. Here we have performed 1 day and to the calculations and we have used this DM right for the data. so this is a way that I love the cues that is before you start with any of this study you have to study the software right particular software is applicable at the same time simultaneously have to do the frequency and analysis. then. Can start with the one modelling and then later on you can get up the models can validate and you stimulate for various scenarios to various scenarios what we are interested to predict is water labels velocity of right so, especially as I've mentioned the river, which which we have selected, is the downstream of. up to there and we have very smart for different recurrences 5 years plus 20 years twenty-five to 300 years or so. Anyone before we start with this, the black man right floor models one should have to go with the. literature review the literature reviews you can get it from various journals like say. AC. right as well. Number of donors and please try to refer all these. review before you start any of the projects right so. The little reviews, which they have and it has been divided in various parts. The first is for the contribution of development. then for the calibration of Manning and. then for the calibration of frequency analysis. and for mapping so all these four phases of our study, we have done all the literature review in detail right so study area it's. As I've mentioned around 12.6 kilometer long and they're twenty-eight cross sections and the river as you know, it's the largest waste flowing river. It's originate from and it's going to the Arabian Sea and here this statue of unity. now, which is why I have marked with the red color. it's completed but when we have started with the study, it was proposed right. Where We are having only the data from the gaming site, which we have used for the calibration and validation also so this is the location of study area. Study area with a okay, so that's all this is a. okay. and I'm with the top. So these are the signs of the relationship, which we have in in I'll show you just remember this one of the point that is to is number eight or to the length and we'll show you in the **** right so twenty-eight the cross section and there's other data collection so we have used this a me and the end which we have downloaded from this particular website. So, these are the details as I've mentioned that cross section one it will start at the. but we have started from the gaming site right so just. with the downstream of this so as you can see at the moment, I start another inline structure is which. the history of I will tell you for the bridge later. and this is a hill at particular. cross section nineteen. and at the. But as you can see the process has started from the downstream and it goes to upstream. so the last section is that for them. right from there the water is released and that steady flow we have considered to run the model. so major capabilities you can. even refer this particular manual or application guide, which is available in. And I'm in. and my management and reporting we leave this part because we have already discussed. Now here to develop this model that we have given the input parameters for a cross sections and to run this model we have given the downstream conditions and steady flow analysis. was made of and for three different meanings and we have calibrated and then validated for one man. and right and finally with the validated models we have. Tomorrow. Calibration that calibration is nothing, but I just kind of models which parameters that friction. so that's it produces a result to an acceptable accuracy now here in hacer it is plus minus 10° and so actually what's happening in a field that should occur in my. software which I have using the and that calibration. I have to do by trial and error Okay so that's requires some input or a system in depth knowledge of he's applicable So once we calibrate and once the model is ready, I can validate for various parameters, Let's say using a particular roughness. right for the parameters like. The water level, or if I'm having the observer discharge data so have to validate it, we have obtained the this means error and we have validated. for flat frequency. We have used dumbbells distribution methods and we have collected large set of data which we have analyzed. And they'll be opting for different recurrence, which will become this particular discharged will become the input for the heads. so the procedure is first, we have to download the DEM and then write this particular the is required to be reported using a map right so these are the steps so it's WGS 1984 and once you are having this extraction I can run this. Had For a speedy. okay so here we have to give the input parameters for the garage where we are for the bridge for the dam right and. Let us say these are the few assumptions before we start with the parameters that we haven't considered the losses and then we have considered the same of the one of my student has a grandfather, mahi and analysis and that for mahi for a typical behavior we have considered three different and value for the main channel right along the longitudinal section and the different four LOB and aerobics. Every time so we have to check the. condition and we have to select the end value so first the stream lines are drawn to the aircraft using UP and then the cross sections are extracted Twenty-eight sections and the bank lines are. generated so as you can see this blue line, it's nothing but the main river where the sections that's right. to this blue line. So this is the picture. Representation of study And as you know. this set of unity this is constructed at. this three kilometer downstream of it. Bridges are required to be so as you can see it. at 740 meter, it's a land and fifty-nine peers we have. this is a window to fifty-nine here is. Create it and that is given us an improve data. Then the where we are next in line structure of this. So when you collect the data using this type of the maps, which is given that we have to create in line structure in heads so underscore and this is nothing but a geometry of the. here. and then the boundary of various conditions are available. I can use the water surface animation critical the normal the rating to build upon the available data. I have to the boundaries of one set. As you can see this is. along with the terrain, you can see the river along with the cross section right. so this is a post processing process after exporting DM to gras. and once we are having this really that you we can start with the steady flow analysis so as you can see I have selected the plan right and some critical flow and I'm interested with the floodplain mapping. so I've selected this floodplain mapping also. Okay, it will confuse the city. within a fraction of a fraction of second and you will get this summary if some errors are dead, it will be also highlighted and you can rectify this at all right so it is very easy. For the calibration we have used the eights right you can read this. and we have obtained the MSC for that all 8 years. I will not go in details with calibration methodology, but as you can see as I mentioned that three various meanings and we have selected and we have completed, we have run the models right for the nineteen 1962 and every time we have compared this water level the other computers given by the software and there's other observe water labels right so location there are two locations. one is CW. Gauging site and another so that's our. like dating site so we have compared this for every run for three different mining and we have in our MSC and after all this vigorous analysis like they have opened the RS for a .00. .048 right. So this model can be achieved The MC and the other two and others so finally the a value assigned for different conditions that you can check with the ISO. Like I've been deferred the standard books also so this is the actual condition of the river. Nada and you can verify so finally we have calibrated for different and values and validated right we have selected one so just have a look for validation we have selected other minds so the We used for and validation should be different but same years I cannot use. And there's a matching so models calibrated and validated and then the next part that is we have to run for the different scenarios for the simulations. So here we have selected the first scenario case one is the dog and with the. the is not there and what will happen and if the wheel will be completed what will happen. As you can see this is the class. window and it uses the XYZ and I can change this rotation angle and a tan and you can see here this. right. so this is a dam. okay. very happy. is from this way right. and at the downstream we are having this issue here. Some bit over here is this as you can see this is a. So different sections and different case studies have been done so we have obtained too many results are available in the point is how you're going to analyze the results. For both the cases we have analyzed the results and we have found that right. That's a particular cross section. It carries a lot of different intervals without any spill of water right so twenty-eight that is SSD. That some rivers of paying some horizontal velocity distribution of and say city based upon this velocity permissible limit that it's a modification is required. We can always do but there are some rocks are available on both sides of the river. so some changes has been found in city. Also it's tremendous increase in velocity. A velocity and this type of bleeding curls are available, which can be used for the flooding so if a particular discharges released from the SSD. what will be the water level right and that Golden Bridge I can predict well in the ones right so as you can see the hill at the cross section nineteen this is the helo on which the Secretary of Unity has been constructed so once in 100. As you can see. even for once in 100 years right. so this particular foundation is about this particular water surface level. so. The river I take along the two sides of the river is not felt necessary, and they have skipped that part by lock itself is okay. so Hydraulic consideration along with the geological and structural aspects of work has been done and we have incorporated that also here in our study. to and the right for all the cases with the wear and with the relationship. Right so this is a and here you can see that I will take a 5 minutes more It is okay. Please anyone can reply. Hello. yes ma'am Okay. Thank you. Ich bin von Based on this study that we have. suggested. that level. This once in 100 that it should be. that was 50.66 meters above. They have demolished the you will see. what's going on They have demolished that Goa. and they have started with the new bridge Construction we just downstream of the previous one like looking to this particular study output. so this way he can help you a lot in a various way for. This is a support system even for the reservoir of patients with forecasting. A lot of different intervals. you and so how to manage or have to release this this is water right after completion of the where we are and what will be the impact of this. what that has been analyzed. So this is a pictorial view right prospective view, which is from the Chakra so the moment you change this particular angle. now you will get the detail. And I. right so this way number of say rivers. right between these two C sections after construction, What is a change right so this way as you can see the profile water surface profile water surface right the water. The base for different rims intervals. And we'll show you the mats also so these are the comparisons for different recurrence intervals, Five and 2550 with and without so this way you will get the summary profile. The important point is that each and every software either you're using HEC or or or SW MN with the software will give you a lot of summary tables and outs, but it's. As a civil engineer, but we have to analyze the resulting details so we have developed the maps inundation maps. let's say for 5 years for 10 years, 20 years, 25 years for both the cases right so without the wheel, there is a less inundation and with the the road where we at the more areas and the right so back. but here at Sand Hill, everything is. Okay, So there is no such a submission effect has been. shown by the software. Like that these are all recommendations, another type of the mats are flood maps will similarly for different intervals. These are the different the mats so here on this side, we can have the flirt the Legion. And another type of the matter is. that we can have a velocity on. the you will have the color along with the range of velocity for different recurrent So the point is that we have to analyze once you get all the masks we have to analyze them accordingly the important decisions are required to be taken right so. There are a few references. The user manuals. One Sunday alright, stay home Stay safe and good luck for your future work just will show you before I start this is a right so as I was just telling you the more you move your cursor, it will give you a viewer a steady flow and steady flow right. profile option you for this summary like the macros. The other cross my like the LS as you can see the sections and cross section right so if I will click on the view option find. hey I can have a. view. at the cross section. a particular River cross section. If I will go with the this is a way in which you can have the maps right. cross sections to the area structures like and let me say I will show you these are the right so you will have when you start with the mapping you will have this also. okay. I will remove this layer and I can have to say velocity this. And you can have the large you also for a particular place you can select. Very easy software. and one point still say if you will go once after installing. go ahead, User manual is available right Hydraulic reference guide release notes You can go which version you are using so that with. okay, so that data is also available but nothing to worry everything is given in. Application guide Nothing to worry simply when you're downloading software you just everything here. Yes. is a 5.06. 5.068 manual. It is for applications 5.04 so changes will be there, but even if you will see index. to do exercise. the multiple of opening right chapter six. It's modification. which is required to be done for once in 100 years flood If you find that is not capable enough to carry the this, you can do this in a modifications and application so everything is in there. to simply you start using and it's user friendly so you can always use. Yeah. so once again, thank you all for listening to our patient's hearing and any queries from cool. thank you so much ma'am ma'am, I'll just mail you the queries of the student because as they are live so they won't be able to interact with you so they just the queries from students and I make a right. and sorry for taking 10 minutes extra time. and please please. but I thought let me explain in detail in a way that at least they can. This particular software for any of the projects whether it is for blitz covering or designing of a color or any small project related to water resources even water quality Also. yeah ma'am. Yeah this this webinar I was actually very much useful because we have finally students also those who are working on this okay they're about to start the project year the final project. so thank you so much for sharing. That knowledge with us and if I have if you have any queries, then I'll give you. thank you so much. Thank you so much looking forward to the webinar series and thanks to the management again for management principal. you know the department and to. for giving me the opportunity.
