Restore diffuser in three-layer architecture
This commit is contained in:
157
diffuser.html
157
diffuser.html
@@ -1,89 +1,68 @@
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<!--
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brabantse delta kleuren:
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#eaf4f1
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#86bbdd
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#bad33b
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#0c99d9
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#a9daee
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#0f52a5
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#50a8d9
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#cade63
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#4f8582
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#c4cce0
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-->
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<script type="text/javascript">
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RED.nodes.registerType('diffuser',{
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category: 'digital twin',
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color: '#a9daee',
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defaults: {
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name: {value:""},
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number :{value:0, required:true},
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i_elements: {value:0, required:true}, // number of diffusers in this particular zone or segment
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i_diff_density: {value:0,required:true}, // what is the diffuser density in the zone in %
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i_m_water: {value:0,required:true},
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alfaf: {value:0.7,required:true}
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},
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inputs:1,
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outputs:4,
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inputLabels: "Usage see manual",
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outputLabels: ["process","object","Dbase","parent"],
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icon: "font-awesome/fa-tint",
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//define label function
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label: function() {
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return this.name + "_" + this.number || "diffuser";
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},
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oneditprepare: function() {
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},
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oneditsave: function(){
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}
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});
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</script>
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<script type="text/html" data-template-name="diffuser">
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<!-------------------------------------------INPUT NAME / TYPE ----------------------------------------------->
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<div class="form-row">
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<label for="node-input-name"><i class="fa fa-id-card-o"></i>Name</label>
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<input type="text" id="node-input-name" placeholder="Name">
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</div>
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<div class="form-tips"><b>Tip:</b> Give this a name to identify different zones.</div>
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<div class="form-row">
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<label for="node-input-number"><i class="fa fa-list-ol"></i>Number</label>
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<input type="number" id="node-input-number" placeholder="0">
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</div>
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<div class="form-row">
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<label for="node-input-i_elements"><i class="fa fa-list-ol"></i>number of elements</label>
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<input type="number" id="node-input-i_elements" placeholder="1">
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</div>
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<div class="form-tips"><b>Tip:</b> For this zone there are n amount of elements.</div>
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<div class="form-row">
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<label for="node-input-i_diff_density"><i class="fa fa-eercast"></i>% density of diffusers</label>
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<input type="number" id="node-input-i_diff_density" placeholder="0 %">
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</div>
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<div class="form-tips"><b>Tip:</b> Identify how much surface area is covered with diffusers.</div>
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<div class="form-row">
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<label for="node-input-i_m_water"><i class="fa fa-eercast"></i>Water height above the diffuser</label>
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<input type="number" id="node-input-i_m_water" placeholder="0 meter">
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</div>
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<div class="form-row">
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<label for="node-input-alfaf"><i class="fa fa-eercast"></i>alfa factor to count for o2 transfer losses in dirty water</label>
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<input type="number" id="node-input-alfaf" placeholder="0.7">
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</div>
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<div class="form-tips"><b>Tip:</b> What is the nominal water height in meters above the diffuser elements.</div>
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<!-------------------------------------------INPUT TRANSLATION TO OUTPUT ----------------------------------------------->
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</script>
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<script type="text/html" data-help-name="diffuser">
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<p>A diffuser node</p>
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</script>
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<script type="text/javascript">
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RED.nodes.registerType('diffuser', {
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category: 'wbd typical',
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color: '#86bbdd',
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defaults: {
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name: { value: '', required: true },
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number: { value: 1, required: true },
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i_elements: { value: 1, required: true },
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i_diff_density: { value: 2.4, required: true },
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i_m_water: { value: 0, required: true },
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alfaf: { value: 0.7, required: true },
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enableLog: { value: false },
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logLevel: { value: 'error' },
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},
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inputs: 1,
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outputs: 3,
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inputLabels: ['control'],
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outputLabels: ['process', 'dbase', 'parent'],
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icon: 'font-awesome/fa-tint',
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label: function() {
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return this.name ? `${this.name}_${this.number}` : 'diffuser';
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},
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});
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</script>
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<script type="text/html" data-template-name="diffuser">
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<div class="form-row">
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<label for="node-input-name"><i class="fa fa-tag"></i> Name</label>
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<input type="text" id="node-input-name" placeholder="Zone name">
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</div>
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<div class="form-row">
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<label for="node-input-number"><i class="fa fa-list-ol"></i> Number</label>
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<input type="number" id="node-input-number" min="1">
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</div>
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<div class="form-row">
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<label for="node-input-i_elements"><i class="fa fa-th"></i> Elements</label>
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<input type="number" id="node-input-i_elements" min="1">
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</div>
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<div class="form-row">
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<label for="node-input-i_diff_density"><i class="fa fa-braille"></i> Density %</label>
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<input type="number" id="node-input-i_diff_density" step="0.1" min="0">
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</div>
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<div class="form-row">
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<label for="node-input-i_m_water"><i class="fa fa-arrows-v"></i> Water Height</label>
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<input type="number" id="node-input-i_m_water" step="0.1" min="0">
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</div>
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<div class="form-row">
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<label for="node-input-alfaf"><i class="fa fa-flask"></i> Alfa Factor</label>
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<input type="number" id="node-input-alfaf" step="0.01" min="0">
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</div>
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<div class="form-row">
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<label for="node-input-enableLog"><i class="fa fa-book"></i> Enable Log</label>
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<input type="checkbox" id="node-input-enableLog" style="width: auto;">
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</div>
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<div class="form-row">
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<label for="node-input-logLevel"><i class="fa fa-signal"></i> Log Level</label>
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<select id="node-input-logLevel">
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<option value="debug">debug</option>
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<option value="info">info</option>
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<option value="warn">warn</option>
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<option value="error">error</option>
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</select>
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</div>
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</script>
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<script type="text/html" data-help-name="diffuser">
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<p>Diffused aeration device model.</p>
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</script>
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171
diffuser.js
171
diffuser.js
@@ -1,162 +1,9 @@
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module.exports = function (RED) {
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function diffuser(config) {
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//create node
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RED.nodes.createNode(this, config);
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//call this => node so whenver you want to call a node function type node and the function behind it
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var node = this;
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//fetch class
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var Diffuser = require("./dependencies/diffuser_class");
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//make new class on creation to work with.
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var diffuser = new Diffuser();
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//fetch name from node into the measurement code
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diffuser.name = config.name;
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diffuser.number = config.number;
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diffuser.id = diffuser.name+diffuser.number;
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diffuser.i_n_elements = config.i_elements;
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diffuser.i_diff_density = Number(config.i_diff_density);
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diffuser.i_m_water = config.i_m_water;
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// create internal vars
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this.interval_id = null;
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let internalTickRate = 1;
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function update_node_state() {
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//alarm has prio over warning so comes first in the if else statement
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if (diffuser.alarm.state == true) {
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//display status
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node.status({ fill: "red", shape: "dot", text: diffuser.alarm.text[0] });
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}
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else if(diffuser.warning.state == true ){
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//display status
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node.status({ fill: "yellow", shape: "dot", text: diffuser.warning.text[0] });
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}
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else if(diffuser.idle == true){
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node.status({ fill: "gray", shape: "dot", text: diffuser.o_kgo2_h + " Kg o2 / h"});
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}
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else{
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node.status({fill: "green", shape: "dot", text: diffuser.o_kgo2_h + " Kg o2 / h"});
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}
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}
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//update on creation
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update_node_state();
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function send_output(){
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//define empty msgs
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let msgs = [];
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let dynList = {
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iPressure: diffuser.i_pressure,
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iMWater: diffuser.i_m_water,
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iFlow: diffuser.i_flow,
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nFlow: diffuser.n_flow,
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oOtr: diffuser.o_otr,
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oPLoss: diffuser.o_p_total,
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oKgo2H: diffuser.o_kgo2_h,
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oFlowElement: diffuser.o_flow_element,
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efficiency: diffuser.o_combined_eff,
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//threshold: diffuser.threshold //EXPERIMENTAL!
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}
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let specList = {
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name: diffuser.name,
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number: diffuser.number,
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//supplier: diffuser.supplier,
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//type: diffuser.type,
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density: diffuser.i_diff_density,
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nElements: diffuser.i_n_elements,
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alfaF: diffuser.i_alfa_factor
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}
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msgs[0] = {topic: "kgo2/h" , payload: {kgo2h: diffuser.o_kgo2_h , tot_p_loss : diffuser.o_p_total} ,id: diffuser.id };
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msgs[1] = {topic: "object", payload : diffuser};
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msgs[2] = {
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topic:"outputdbase",
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payload:[
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{
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measurement: diffuser.name+diffuser.number,
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fields : dynList,
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tags: {
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group: "values",
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},
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timestamp: new Date()
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},
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{
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measurement: diffuser.name+diffuser.number,
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fields : specList,
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tags: {
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group: "specs",
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},
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timestamp: new Date()
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},
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]
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} // output to broker
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//send outputs
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node.send(msgs);
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}
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//never ending functions
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function tick(){
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update_node_state();
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send_output();
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}
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// register child on first output this timeout is needed because of node - red stuff
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setTimeout(
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() => {
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/*---execute code on first start----*/
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let msgs = [];
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msgs[3] = { topic : "registerChild" , payload: diffuser };
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//send msg
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this.send(msgs);
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},
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100
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);
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//declare refresh interval internal node
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setTimeout(
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() => {
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/*---execute code on first start----*/
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this.interval_id = setInterval(function(){ tick() },(internalTickRate * 1000))
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},
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1000
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);
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//-------------------------------------------------------------------->>what to do on input
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node.on("input", function (msg,send,done) {
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//change density of diffusers
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if(msg.topic == "density"){
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diffuser.i_diff_density = Number(msg.payload);
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}
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//change input flow
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if(msg.topic == "air_flow"){
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diffuser.i_flow = Number(msg.payload);
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}
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//change water height
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if(msg.topic == "height_water"){
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diffuser.i_m_water = Number(msg.payload);
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}
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done();
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});
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// tidy up any async code here - shutdown connections and so on.
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node.on('close', function() {
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clearTimeout(this.interval_id);
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});
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}
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RED.nodes.registerType("diffuser", diffuser);
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};
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const nameOfNode = 'diffuser';
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const nodeClass = require('./src/nodeClass.js');
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module.exports = function(RED) {
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RED.nodes.registerType(nameOfNode, function(config) {
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RED.nodes.createNode(this, config);
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this.nodeClass = new nodeClass(config, RED, this, nameOfNode);
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});
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};
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@@ -1,589 +1 @@
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/*
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Copyright:
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Year : (c) 2023
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Author : Rene De Ren
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Contact details : zn375ix3@gmail.com
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Location : The Netherlands
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Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files
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(the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify,
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merge, publish, distribute, sublicense, and/or sell copies of the Software,
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and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
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The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
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The author shall be notified of any and all improvements or adaptations this software.
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THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED,
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INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY,
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FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT.
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IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM,
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DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM,
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OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.
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*/
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//Diffised Aeration Devices (example fine bubble aeration)
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class Diffuser{
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/*------------------- Construct and set vars -------------------*/
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constructor(supplier,type) {
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this.init = false;
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/* --------------------load depenencies ------------- */
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this.Interpolation = require('../../predict/dependencies/interpolation') ; //load class
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this.interpolation = new this.Interpolation; //general use of interpolation object
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this.Fysics = require('./../../convert/dependencies/fysics') ; //load class
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this.fysics = new this.Fysics; //general use of fysics
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this.Graph = require('./graph') ; //load class
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this.graph = new this.Graph; //general use of fysics
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//load default pressure curve depending on type
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this.specs = this.load_specs();
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//after loading specs load curve builder
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this.Predict = require('../../predict/dependencies/predict_class') ; //load class
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this.predict_otr = new this.Predict(); //load otr curve
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this.predict_otr.i_curve = this.specs.otr_curve;
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this.predict_p = new this.Predict();
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this.predict_p.i_curve = this.specs.p_curve; // load pressure curve
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this.predict_p.i_f = 0; // set f to dim 0 because there is no other dim for pressure
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this.predictO2saturation = new this.Predict();
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this.predictO2saturation.i_curve = this.fysics.o2Solubility; // load solubility curve for o2 in water
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//load converter ./dependencies/index
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this.convert = require('./../../convert/dependencies/index');
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/* ------------ static vars ---------------*/
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this.name = ""; // user defined name
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this.number = 0 ; // user defined number
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this.id = ""; // unique id from node red?
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this.idle = true; // is this idle (not outputting kg o2 / h)
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this.desc = "diffuser"; // description of the current object
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this.supplier = supplier; // supplier of diffuser
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this.type = type; // type of diffuser
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/* ---------- Inputs -------------- */
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this.i_flow = 0 ; // input actual flow rate expressed in Nm3/h
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this.i_diff_density = 5; // intput actual density of diffusers
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this.i_pressure = 0 ; // this is pressure in header expressed in mbar to calculated air density.
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this.i_local_atm_pressure = 1013,25 ; // local atm pressure in mbar
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this.i_alfa_factor = 0.7 ; // stnd alfa factor
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this.i_water_density = 997 ; // this.water_molar_mass * this.num_moles_water // water density in kg/m3;
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this.i_m_water = 0; // input actual height in meter water ABOVE the diffuser
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this.i_n_elements = 1; // input for amount of diffusers we need to divide the flow over to get the nm per element
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/*---------calculated parameters ----------*/
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this.n_flow = 0 ; // converted input to normalized conditions of the diffusers flow parameter (x)
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this.n_kg = this.fysics.calc_air_dens(this.specs.units.Nm3.pressure,this.specs.units.Nm3.RH,this.specs.units.Nm3.temp); // calculated normalized kg for air density depending on specs kg /m3
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/* ---------- Outputs -------------- */
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this.o_otr = 0; // predicted oxygen transfer rate
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this.o_p_flow = 0; // predicted pressure loss over flow rate
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this.o_p_water = 0; // predicted pressure loss over meter water above diffuser
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this.o_p_total = 0; // predicted total pressure loss
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this.o_kg = 0; // predicted kg of air
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this.o_kg_h = 0; // predicted kg per hour
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this.o_kgo2_h = 0; // predicted oxygen transfer per hour
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this.o_kgo2_h_min = 0; // predicted min kgo2 / hour for zone controller
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this.o_kgo2_h_max = 0; // predicted max kgo2 / hour for zone controller
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this.o_kgo2 = 0 ; // current oxygen input
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this.o_flow_element = 0 ; // flow per element
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this.o_otr_max = 0; // store max otr for easy access
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this.o_otr_min = 0; // store min otr for easy access
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this.o_combined_eff = 0; // combined efficiency
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this.o_histogram = 0; // keep track of histogram x % of time for OTR (efficiency) over a max historical value ? or a counter which gets higher over time without.
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||||
this.o_slope = 0;
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/*-----------alarms---------------*/
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||||
//putting alarms in 1 array always gets all the alarms that are currently active or inactive
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||||
//an alarm is a trigger to stop any process feeding the diffusers
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||||
this.alarm = {
|
||||
text:[],
|
||||
state:false,
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||||
flow:{
|
||||
min:{state:false,hyst:10}, //when there isnt enough flow to ensure the correct distribution of air
|
||||
max:{state:false,hyst:10},//when there is to much flow per diffuser and exceeds the suppliers limits
|
||||
},
|
||||
pressure:{
|
||||
min:{state:false,hyst:10}, // see min flow
|
||||
max:{state:false,hyst:10}, // see max flow
|
||||
},
|
||||
};
|
||||
|
||||
/*-----------warnings---------------*/
|
||||
//putting alarms in 1 array always gets all the alarms that are currently active or inactive
|
||||
//a warning is a trigger to alert users on eradic behavior or some other activity that might cause damage in the future so users can investigate what is going on
|
||||
this.warning = {
|
||||
text:[], // fill this with the warnings we want to display
|
||||
state:false,
|
||||
deviation:{
|
||||
pressure:{state:false,hyst:2},//when there is a deviation versus expected pressures of the baseline that exceeds a hyst of x % of deviation before becomming true
|
||||
},
|
||||
flow:{
|
||||
min:{state:false,hyst:2}, //when there isnt enough flow to ensure the correct distribution of air
|
||||
max:{state:false,hyst:2},//when there is to much flow per diffuser and exceeds the suppliers limits
|
||||
},
|
||||
pressure:{
|
||||
min:{state:false,hyst:2}, // see min flow
|
||||
max:{state:false,hyst:2}, // see max flow
|
||||
},
|
||||
};
|
||||
|
||||
/*-------------error handling -----------*/
|
||||
this.error = {
|
||||
text:[],
|
||||
state:false,
|
||||
}
|
||||
|
||||
this.init = true;
|
||||
}
|
||||
|
||||
/*------------------- GETTER/SETTERS -------------------*/
|
||||
|
||||
set i_n_elements(x){
|
||||
|
||||
//check if this input is a number
|
||||
if(Number.isNaN(x)){
|
||||
this.error.state = true;
|
||||
this.error.text.push("number of elements not of type number");
|
||||
}
|
||||
|
||||
// you cant have partial elements
|
||||
x = Math.round(x);
|
||||
|
||||
//check if init has allready been exectued
|
||||
if ( x <= 0 ) {
|
||||
this.error.state = true;
|
||||
this.error.text.push("0 elements input");
|
||||
}
|
||||
|
||||
//set densi3ty to value
|
||||
this._i_n_elements = x;
|
||||
|
||||
}
|
||||
|
||||
get i_n_elements(){
|
||||
return this._i_n_elements;
|
||||
}
|
||||
|
||||
get i_diff_density(){
|
||||
return this._i_diff_density;
|
||||
}
|
||||
|
||||
set i_diff_density(value){
|
||||
|
||||
//set densi3ty to value
|
||||
this._i_diff_density = value;
|
||||
|
||||
//check if init has allready been exectued
|
||||
if(this.init == true){
|
||||
//submit new value to prediction
|
||||
this.predict_otr.i_f = value;
|
||||
//refresh predictions
|
||||
this.o_otr = this.predict_otr.o_y;
|
||||
|
||||
}
|
||||
|
||||
}
|
||||
|
||||
set o_otr(value){
|
||||
|
||||
//set density to value
|
||||
this._o_otr = Math.round( value * 100 ) / 100;
|
||||
|
||||
//check if init has allready been exectued
|
||||
if(this.init == true){
|
||||
|
||||
//current output in kg o2 / h
|
||||
this.o_kgo2_h = this.convert ( this.o_otr * this.n_flow * this.i_m_water ).from('g').to('kg') ;
|
||||
|
||||
/*make max and min calculations to use them in a kg load zone controller*/
|
||||
this.o_kgo2_h_min = this.convert ( this.o_otr_min * this.n_flow * this.i_m_water ).from('g').to('kg') ;
|
||||
this.o_kgo2_h_max = this.convert ( this.o_otr_max * this.n_flow * this.i_m_water ).from('g').to('kg') ;
|
||||
|
||||
//divide by 3600 to get the current ouput in kg
|
||||
this.o_kgo2 = this.o_kgo2_h / 3600 ;
|
||||
|
||||
}
|
||||
|
||||
}
|
||||
|
||||
get o_otr(){
|
||||
return this._o_otr;
|
||||
}
|
||||
|
||||
//set meter water column above the diffuser in meters
|
||||
set i_m_water(value){
|
||||
|
||||
//set density to value
|
||||
this._i_m_water = value;
|
||||
|
||||
//convert height to pressure in mbar
|
||||
this.o_p_water = this.fysics.heigth_to_pressure(this.i_water_density,value);
|
||||
this.o_p_total = this.o_p_water + this.o_p_flow ;
|
||||
|
||||
//recalc values
|
||||
this.i_flow = this.i_flow;
|
||||
}
|
||||
|
||||
get i_m_water(){
|
||||
return this._i_m_water
|
||||
}
|
||||
|
||||
set o_kgo2_h(value){
|
||||
this._o_kgo2_h = Math.round( value * 100 ) / 100;
|
||||
}
|
||||
|
||||
get o_kgo2_h(){
|
||||
return this._o_kgo2_h;
|
||||
}
|
||||
|
||||
set o_p_total(value){
|
||||
this._o_p_total = Math.round( value * 100 ) / 100;
|
||||
}
|
||||
|
||||
get o_p_total(){
|
||||
return this._o_p_total;
|
||||
}
|
||||
|
||||
set o_p_flow(value){
|
||||
|
||||
//set density to value
|
||||
this._o_p_flow = Math.round( value * 100 ) / 100;
|
||||
|
||||
//recalc total
|
||||
this.o_p_total = this.o_p_water + value ;
|
||||
}
|
||||
|
||||
get o_p_flow(){
|
||||
return this._o_p_flow;
|
||||
}
|
||||
|
||||
set i_flow(value){
|
||||
//set density to value
|
||||
this._i_flow = value;
|
||||
|
||||
if(this.init == true){
|
||||
//any flow smaller or equal to zero means diffusers are not being supplied with air and are not active.
|
||||
if(value > 0){
|
||||
|
||||
// idle to off
|
||||
this.idle = false;
|
||||
|
||||
//calc otr and p
|
||||
this.calc_otr_p(value);
|
||||
|
||||
}
|
||||
else{
|
||||
this.idle = true;
|
||||
this.o_otr = 0;
|
||||
this.o_p_flow = 0;
|
||||
this.o_flow_element = 0;
|
||||
this.o_p_total = 0;
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
get i_flow(){
|
||||
return this._i_flow;
|
||||
}
|
||||
|
||||
|
||||
/*------------------------- functions ----------------------------*/
|
||||
//a diffuser has a combined efficiency
|
||||
combine_eff(o_otr,o_otr_min,o_otr_max,o_p_flow,o_p_min,o_p_max){
|
||||
//highest otr is best efficiency possible
|
||||
let eff1 = this.interpolation.interpolate_lin_single_point(o_otr,o_otr_min,o_otr_max,0,1);
|
||||
//lowest pressure is best pressure possible
|
||||
let eff2 = this.interpolation.interpolate_lin_single_point(o_p_flow,o_p_min,o_p_max,1,0);
|
||||
|
||||
let result = eff1 * eff2 * 100 ;
|
||||
|
||||
return result;
|
||||
|
||||
}
|
||||
|
||||
// do all actions in order to calculate the outputs for flow and pressure related stuf
|
||||
calc_otr_p(flow){
|
||||
//convert to kg using pressure,rh,temperature we need to get actual data to do this else we assume that normalized equals site
|
||||
//total input pressure equals atm pressure + measured pressure in system
|
||||
let tot_i_pressure = this.convert(this.i_local_atm_pressure + this.i_pressure).from('mbar').to('bar'); //calculated output in kg air
|
||||
this.o_kg = this.fysics.calc_air_dens(tot_i_pressure,0,20);
|
||||
this.o_kg_h = this.o_kg * flow ;
|
||||
|
||||
//convert this to the normal m3 of diffuser density data
|
||||
this.n_flow = ( this.o_kg / this.n_kg ) * flow;
|
||||
|
||||
//calculate how much flow per element
|
||||
this.o_flow_element = Math.round( ( this.n_flow / this.i_n_elements ) * 100 ) / 100 ;
|
||||
|
||||
// input x values in predictors (we could make functions and return outputs dunno whats better)
|
||||
this.predict_otr.i_x = this.o_flow_element;
|
||||
this.predict_p.i_x = this.o_flow_element;
|
||||
|
||||
//store otr max and min
|
||||
this.o_otr_min = this.predict_otr.c_fxy_y_min;
|
||||
this.o_otr_max = this.predict_otr.c_fxy_y_max;
|
||||
|
||||
//store min and max pressure
|
||||
this.o_p_min = this.predict_p.c_fxy_y_min;
|
||||
this.o_p_max = this.predict_p.c_fxy_y_max;
|
||||
|
||||
// predict oxygen transfer rate
|
||||
this.o_otr = this.predict_otr.o_y;
|
||||
// predict pressure output of diffuser
|
||||
this.o_p_flow = this.predict_p.o_y;
|
||||
|
||||
//calculated combined efficiency in % where 100 % is ideal efficieny and 0 is worst
|
||||
this.o_combined_eff = Math.round(this.combine_eff(this.o_otr,this.o_otr_min,this.o_otr_max,this.o_p_flow,this.o_p_min,this.o_p_max) * 100 ) /100;
|
||||
|
||||
//slope otr curve
|
||||
this.graph.calc(this.predict_otr.i_x,this.predict_otr.o_y);
|
||||
this.o_slope = this.graph.slope;
|
||||
|
||||
//go through functions
|
||||
this.warning_check();
|
||||
this.alarm_check();
|
||||
|
||||
}
|
||||
|
||||
// calculate average saturation over the water depth of the diffuser
|
||||
calcAvgSolubility(temp){
|
||||
|
||||
//calculate average pressure in water column
|
||||
let avgPMbar = ( this.o_p_water + this.i_local_atm_pressure ) / 2;
|
||||
let avgPBar = this.convert(avgPMbar).from('mbar').to('bar');
|
||||
|
||||
// input x values in predictors (we could make functions and return outputs dunno whats better)
|
||||
this.predictO2saturation.i_f = avgPBar; // set f to temperature
|
||||
this.predictO2saturation.i_x = temp; // set temperature
|
||||
|
||||
// predict oxygen transfer rate
|
||||
return this.predictO2saturation.o_y; //return average saturation value
|
||||
|
||||
|
||||
}
|
||||
|
||||
warning_check(){
|
||||
|
||||
//warnings do not require to be resetted. we need to log them somewhere in the database so its easy to check if these values are being exceeded
|
||||
|
||||
//empty tekst before filling again and always reset state
|
||||
this.warning.text = [];
|
||||
this.warning.state = false;
|
||||
|
||||
/* ------------------ Flow warnings ------------------*/
|
||||
//define hyst for flow
|
||||
let min_flow_hyst = this.predict_p.c_fxy_x_min * 1 * ( this.warning.flow.min.hyst / 100);
|
||||
let max_flow_hyst = this.predict_p.c_fxy_x_min * 1 * ( this.warning.flow.max.hyst / 100);
|
||||
|
||||
//min flow
|
||||
if(this.o_flow_element < this.predict_p.c_fxy_x_min - min_flow_hyst ){
|
||||
this.warning.flow.min.state = true;
|
||||
this.warning.state = true;
|
||||
this.warning.text.push(" Warning : input flow " + this.o_flow_element + " is less then minimum allowed flow of " + ( this.predict_p.c_fxy_x_min - min_flow_hyst ));
|
||||
}
|
||||
else{ //auto reset
|
||||
this.warning.flow.min.state = false;
|
||||
}
|
||||
|
||||
//max flow
|
||||
if(this.o_flow_element > this.predict_p.c_fxy_x_max + max_flow_hyst ){
|
||||
this.warning.flow.max.state = true;
|
||||
this.warning.state = true;
|
||||
this.warning.text.push("Warning input flow " + this.o_flow_element + " is exceeding nominal value of " + ( this.predict_p.c_fxy_x_max + max_flow_hyst ));
|
||||
}
|
||||
else{ //auto reset
|
||||
this.warning.flow.max.state = false;
|
||||
}
|
||||
}
|
||||
|
||||
alarm_check(){
|
||||
|
||||
//warnings do not require to be resetted. we need to log them somewhere in the database so its easy to check if these values are being exceeded
|
||||
|
||||
//empty tekst before filling again and reset general state
|
||||
this.alarm.text = [];
|
||||
this.alarm.state = false;
|
||||
|
||||
/* ------------------ Flow warnings ------------------*/
|
||||
//define hyst for flow
|
||||
let min_flow_hyst = this.predict_p.c_fxy_x_min * 1 * ( this.alarm.flow.min.hyst / 100);
|
||||
let max_flow_hyst = this.predict_p.c_fxy_x_min * 1 * ( this.alarm.flow.max.hyst / 100);
|
||||
|
||||
//min flow
|
||||
if(this.o_flow_element < this.predict_p.c_fxy_x_min - min_flow_hyst ){
|
||||
this.alarm.flow.min.state = true;
|
||||
this.alarm.state = true;
|
||||
this.alarm.text.push("Alarm input flow " + this.o_flow_element + " is less then minimum allowed flow of " + ( this.predict_p.c_fxy_x_min - min_flow_hyst ));
|
||||
}
|
||||
else{ //auto reset
|
||||
this.warning.flow.min.state = false;
|
||||
}
|
||||
|
||||
//max flow
|
||||
if(this.o_flow_element > this.predict_p.c_fxy_x_max + max_flow_hyst ){
|
||||
this.alarm.flow.max.state = true;
|
||||
this.alarm.state = true;
|
||||
this.alarm.text.push("Alarm input flow " + this.o_flow_element + " is exceeding an absolute max value of " + ( this.predict_p.c_fxy_x_max + max_flow_hyst ));
|
||||
}
|
||||
else{ //auto reset
|
||||
this.alarm.flow.max.state = false;
|
||||
}
|
||||
|
||||
|
||||
}
|
||||
|
||||
//fetch curve and load it into object var
|
||||
load_specs(){
|
||||
|
||||
//for now hardcoded will do as example from sulzer
|
||||
let Sulzerspecs = {
|
||||
supplier : "sulzer",
|
||||
type : "pik300",
|
||||
units:{
|
||||
Nm3: { "temp": 20, "pressure" : 1.01325 , "RH" : 0 },
|
||||
t_otr_curve : { f : "diffuser density in % ", x : "Nm3/h", y: { o2_weight : "g", flow : "Nm3/h" , height: "m" } } , // according to DIN
|
||||
t_p_curve : { x : "flow", y : "mbar" }
|
||||
},
|
||||
otr_curve: {
|
||||
5: // diffuser density expressed in %
|
||||
{
|
||||
x:[1.5, 2, 3, 4, 5, 6, 7, 8, 9, 10], // flow expressed in normal m3/h
|
||||
y:[28, 27, 26, 25, 24.5, 24, 23.5, 23.2, 23, 22.9], //oxygen transfer rate expressed in gram o2 / normal m3/h / per m
|
||||
},
|
||||
10: // diffuser density expressed in %
|
||||
{
|
||||
x:[1.5, 2, 3, 4, 5, 6, 7, 8, 9, 10], // flow expressed in normal m3/h
|
||||
y:[31, 29.5, 28.5, 27, 26, 25.5, 25, 24.7, 24.2, 24], //oxygen transfer rate expressed in gram o2 / normal m3/h / per m
|
||||
}
|
||||
},
|
||||
p_curve:{ //difuser pressure loss curve
|
||||
0: // if curve doesnt have more than 1 dimension just fill in zero here or whatever
|
||||
{
|
||||
x:[1.5, 2, 3, 4, 5, 6, 7, 8, 9, 10], // Flow expressed in nm3/h
|
||||
y:[25,26,28,30,35,38,42,48,55,68] //pressure expressed in mbar
|
||||
}
|
||||
},
|
||||
solubility_curve:{
|
||||
1: // abs bar
|
||||
{
|
||||
x:[0,5,10,15,20,25,30,35,40,45,50], // temp in degrees celcius
|
||||
y:[14.6,12.8,11.3,10.1,9.1,8.3,7.6,7,6.5,6,5.6], // mg/l
|
||||
},
|
||||
2: // abs bar
|
||||
{
|
||||
x:[0,5,10,15,20,25,30,35,40,45,50], // temp in degrees celcius
|
||||
y:[29.2,25.5,22.6,20.2,18.2,16.5,15.2,14,12.9,12,11.3], // mg/l
|
||||
},
|
||||
4: // abs bar
|
||||
{
|
||||
x:[0,5,10,15,20,25,30,35,40,45,50], // temp in degrees celcius
|
||||
y:[58.4,51.1,45.1,40.3,36.4,33.1,30.3,27.9,25.9,24,22.7], // mg/l
|
||||
},
|
||||
}
|
||||
}
|
||||
|
||||
//for now hardcoded will do as example from sulzer
|
||||
let specs = {
|
||||
supplier : "GVA",
|
||||
type : "ELASTOX-R",
|
||||
units:{
|
||||
Nm3: { "temp": 20, "pressure" : 1.01325 , "RH" : 0 },
|
||||
t_otr_curve : { f : "diffuser density in % ", x : "Nm3/h", y: { o2_weight : "g", flow : "Nm3/h" , height: "m" } } , // according to DIN
|
||||
t_p_curve : { x : "flow", y : "mbar" }
|
||||
},
|
||||
otr_curve: {
|
||||
2.4: // diffuser density expressed in %
|
||||
{
|
||||
x:[2,3,4,5,6,7,8,9,10], // flow expressed in normal m3/h
|
||||
y:[26,25,24,23.5,23,22.75,22.5,22.25,22], //oxygen transfer rate expressed in gram o2 / normal m3/h / per m
|
||||
}
|
||||
},
|
||||
p_curve:{ //difuser pressure loss curve
|
||||
0: // if curve doesnt have more than 1 dimension just fill in zero here or whatever
|
||||
{
|
||||
x:[2,3,4,5,6,7,8,9,10,11,12], // Flow expressed in nm3/h
|
||||
y:[40,42.5,45,47.5,50,51.5,53,54.5,56,57.5,59] //pressure expressed in mbar
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
return specs;
|
||||
}
|
||||
|
||||
|
||||
//testing converter function
|
||||
converttest(){
|
||||
let test = this.convert(1).from('l').to('ml');
|
||||
return test ;
|
||||
}
|
||||
|
||||
|
||||
} // end of class
|
||||
|
||||
/*
|
||||
var diffuser = new Diffuser("sulzer","PIK300");
|
||||
|
||||
// define inputs for diffuser
|
||||
diffuser.i_m_water = 5; // set water column above diffuser
|
||||
diffuser.i_n_elements = 1;
|
||||
diffuser.i_diff_density = 5; // set density in %
|
||||
diffuser.i_flow = 4; // set flow rate in m3/h
|
||||
|
||||
// outputs are
|
||||
console.log("--------------Inputs--------------")
|
||||
console.log("Diffuser density : "+ diffuser.i_diff_density + " %");
|
||||
console.log("Flow : " + diffuser.i_flow + " m3/h" );
|
||||
console.log("Flow rate per element : " + diffuser.o_flow_element + " m3/h");
|
||||
console.log("Number of elements : " + diffuser.i_n_elements );
|
||||
console.log("--------------Outputs--------------")
|
||||
console.log("converted input flow to diffuser normalized flow : " + diffuser.n_flow + " m3/h ");
|
||||
console.log("Oxygen transfer rate : " + diffuser.o_otr + " o2 / m3/h / meter");
|
||||
console.log("Pressure loss over diffusers : " + diffuser.o_p_flow + " mbar" );
|
||||
console.log("Pressure loss over water column:" + diffuser.o_p_water + " mbar" );
|
||||
console.log("Total pressure loss : " + diffuser.o_p_total + " mbar");
|
||||
console.log("predicted diffuser oxygen input for bio : " + diffuser.o_kgo2_h + " kg o2 / h");
|
||||
console.log("Predicted actual input o2 : " + diffuser.o_kgo2 + " kg o2 / s " );
|
||||
console.log("max otr " + diffuser.o_otr_max);
|
||||
console.log("displaying warnings : " + JSON.stringify(diffuser.warning.text) );
|
||||
|
||||
//change flow
|
||||
diffuser.i_diff_density = 5; // set density in %
|
||||
//diffuser.i_flow = 4;
|
||||
|
||||
console.log("--------------Inputs--------------")
|
||||
console.log("Diffuser density : "+ diffuser.i_diff_density + " %");
|
||||
console.log("Flow : " + diffuser.i_flow + " m3/h" );
|
||||
console.log("--------------Outputs--------------")
|
||||
console.log("Oxygen transfer rate : " + diffuser.o_otr + " o2 / m3/h / meter");
|
||||
console.log("Pressure loss: " + diffuser.o_p_flow + " mbar" );
|
||||
console.log("slope: " + diffuser.o_slope );
|
||||
|
||||
diffuser.i_flow = 5;
|
||||
console.log("--------------Inputs--------------")
|
||||
console.log("Diffuser density : "+ diffuser.i_diff_density + " %");
|
||||
console.log("Flow : " + diffuser.i_flow + " m3/h" );
|
||||
console.log("--------------Outputs--------------")
|
||||
console.log("Oxygen transfer rate : " + diffuser.o_otr + " o2 / m3/h / meter");
|
||||
console.log("Pressure loss: " + diffuser.o_p_flow + " mbar" );
|
||||
console.log("slope: " + diffuser.o_slope );
|
||||
|
||||
diffuser.i_diff_density = 0;
|
||||
|
||||
console.log("--------------Inputs--------------")
|
||||
console.log("Diffuser density : "+ diffuser.i_diff_density + " %");
|
||||
console.log("Flow : " + diffuser.i_flow + " m3/h" );
|
||||
console.log("--------------Outputs--------------")
|
||||
console.log("Oxygen transfer rate : " + diffuser.o_otr + " o2 / m3/h / meter");
|
||||
console.log("Pressure loss: " + diffuser.o_p_flow + " mbar" );
|
||||
//
|
||||
//*/
|
||||
module.exports = Diffuser;
|
||||
module.exports = require('./src/specificClass');
|
||||
|
||||
123
src/nodeClass.js
Normal file
123
src/nodeClass.js
Normal file
@@ -0,0 +1,123 @@
|
||||
const { outputUtils, configManager } = require('generalFunctions');
|
||||
const Specific = require('./specificClass');
|
||||
|
||||
class nodeClass {
|
||||
constructor(uiConfig, RED, nodeInstance, nameOfNode) {
|
||||
this.node = nodeInstance;
|
||||
this.RED = RED;
|
||||
this.name = nameOfNode;
|
||||
|
||||
this._loadConfig(uiConfig);
|
||||
this._setupSpecificClass();
|
||||
this._registerChild();
|
||||
this._startTickLoop();
|
||||
this._attachInputHandler();
|
||||
this._attachCloseHandler();
|
||||
}
|
||||
|
||||
_loadConfig(uiConfig) {
|
||||
const cfgMgr = new configManager();
|
||||
const suffix = uiConfig.number !== undefined && uiConfig.number !== '' ? `_${uiConfig.number}` : '';
|
||||
const resolvedUiConfig = {
|
||||
...uiConfig,
|
||||
name: uiConfig.name ? `${uiConfig.name}${suffix}` : this.name,
|
||||
unit: uiConfig.unit || 'kg o2/h',
|
||||
};
|
||||
|
||||
this.config = cfgMgr.buildConfig(this.name, resolvedUiConfig, this.node.id, {
|
||||
functionality: {
|
||||
softwareType: this.name,
|
||||
role: 'aeration diffuser',
|
||||
},
|
||||
diffuser: {
|
||||
number: Number(uiConfig.number) || 0,
|
||||
elements: Number(uiConfig.i_elements) || 1,
|
||||
density: Number(uiConfig.i_diff_density) || 2.4,
|
||||
waterHeight: Number(uiConfig.i_m_water) || 0,
|
||||
alfaFactor: Number(uiConfig.alfaf ?? 0.7) || 0.7,
|
||||
headerPressure: Number(uiConfig.i_pressure) || 0,
|
||||
localAtmPressure: Number(uiConfig.i_local_atm_pressure) || 1013.25,
|
||||
waterDensity: Number(uiConfig.i_water_density) || 997,
|
||||
},
|
||||
});
|
||||
|
||||
this._output = new outputUtils();
|
||||
}
|
||||
|
||||
_setupSpecificClass() {
|
||||
this.source = new Specific(this.config);
|
||||
this.node.source = this.source;
|
||||
}
|
||||
|
||||
_registerChild() {
|
||||
setTimeout(() => {
|
||||
this.node.send([
|
||||
null,
|
||||
null,
|
||||
{
|
||||
topic: 'registerChild',
|
||||
payload: this.node.id,
|
||||
positionVsParent: this.config?.functionality?.positionVsParent || 'atEquipment',
|
||||
},
|
||||
]);
|
||||
}, 100);
|
||||
}
|
||||
|
||||
_startTickLoop() {
|
||||
setTimeout(() => {
|
||||
this._tickInterval = setInterval(() => this._tick(), 1000);
|
||||
}, 1000);
|
||||
}
|
||||
|
||||
_tick() {
|
||||
const raw = this.source.getOutput();
|
||||
const processMsg = this._output.formatMsg(raw, this.config, 'process');
|
||||
const influxMsg = this._output.formatMsg(raw, this.config, 'influxdb');
|
||||
this.node.status(this.source.getStatus());
|
||||
this.node.send([processMsg, influxMsg, null]);
|
||||
}
|
||||
|
||||
_attachInputHandler() {
|
||||
this.node.on('input', (msg, send, done) => {
|
||||
try {
|
||||
switch (msg.topic) {
|
||||
case 'density':
|
||||
this.source.setDensity(msg.payload);
|
||||
break;
|
||||
case 'air_flow':
|
||||
this.source.setFlow(msg.payload);
|
||||
break;
|
||||
case 'height_water':
|
||||
this.source.setWaterHeight(msg.payload);
|
||||
break;
|
||||
case 'header_pressure':
|
||||
this.source.setHeaderPressure(msg.payload);
|
||||
break;
|
||||
case 'elements':
|
||||
this.source.setElementCount(msg.payload);
|
||||
break;
|
||||
case 'alfaFactor':
|
||||
this.source.setAlfaFactor(msg.payload);
|
||||
break;
|
||||
default:
|
||||
this.source.logger.warn(`Unknown topic: ${msg.topic}`);
|
||||
break;
|
||||
}
|
||||
done();
|
||||
} catch (error) {
|
||||
this.node.status({ fill: 'red', shape: 'ring', text: 'Bad request data' });
|
||||
this.node.error(`Bad request data: ${error.message}`, msg);
|
||||
done(error);
|
||||
}
|
||||
});
|
||||
}
|
||||
|
||||
_attachCloseHandler() {
|
||||
this.node.on('close', (done) => {
|
||||
clearInterval(this._tickInterval);
|
||||
done();
|
||||
});
|
||||
}
|
||||
}
|
||||
|
||||
module.exports = nodeClass;
|
||||
316
src/specificClass.js
Normal file
316
src/specificClass.js
Normal file
@@ -0,0 +1,316 @@
|
||||
const { logger, interpolation, gravity, convert } = require('generalFunctions');
|
||||
|
||||
class Diffuser {
|
||||
constructor(config = {}) {
|
||||
this.config = config;
|
||||
this.logger = new logger(
|
||||
this.config.general?.logging?.enabled,
|
||||
this.config.general?.logging?.logLevel,
|
||||
this.config.general?.name,
|
||||
);
|
||||
|
||||
this.interpolation = new interpolation({ type: 'linear' });
|
||||
this.fysics = gravity.fysics;
|
||||
this.convert = convert;
|
||||
this.specs = this.loadSpecs();
|
||||
|
||||
this.idle = true;
|
||||
this.warning = { state: false, text: [], flow: { min: { hyst: 2 }, max: { hyst: 2 } } };
|
||||
this.alarm = { state: false, text: [], flow: { min: { hyst: 10 }, max: { hyst: 10 } } };
|
||||
|
||||
this.i_pressure = this.config.diffuser?.headerPressure || 0;
|
||||
this.i_local_atm_pressure = this.config.diffuser?.localAtmPressure || 1013.25;
|
||||
this.i_water_density = this.config.diffuser?.waterDensity || 997;
|
||||
this.i_alfa_factor = this.config.diffuser?.alfaFactor || 0.7;
|
||||
this.i_n_elements = this.normalizePositiveInteger(this.config.diffuser?.elements, 1);
|
||||
this.i_diff_density = this.normalizeNumber(this.config.diffuser?.density, 2.4);
|
||||
this.i_m_water = this.normalizeNumber(this.config.diffuser?.waterHeight, 0);
|
||||
this.i_flow = 0;
|
||||
|
||||
this.n_kg = this.fysics.calc_air_dens(1013.25, 0, 20);
|
||||
|
||||
this.n_flow = 0;
|
||||
this.o_otr = 0;
|
||||
this.o_p_flow = 0;
|
||||
this.o_p_water = this.fysics.heigth_to_pressure(this.i_water_density, this.i_m_water);
|
||||
this.o_p_total = this.o_p_water;
|
||||
this.o_kg = 0;
|
||||
this.o_kg_h = 0;
|
||||
this.o_kgo2_h = 0;
|
||||
this.o_kgo2 = 0;
|
||||
this.o_kgo2_h_min = 0;
|
||||
this.o_kgo2_h_max = 0;
|
||||
this.o_flow_element = 0;
|
||||
this.o_otr_min = 0;
|
||||
this.o_otr_max = 0;
|
||||
this.o_p_min = 0;
|
||||
this.o_p_max = 0;
|
||||
this.o_combined_eff = 0;
|
||||
this.o_slope = 0;
|
||||
}
|
||||
|
||||
normalizeNumber(value, fallback = 0) {
|
||||
const parsed = Number(value);
|
||||
return Number.isFinite(parsed) ? parsed : fallback;
|
||||
}
|
||||
|
||||
normalizePositiveInteger(value, fallback = 1) {
|
||||
const parsed = Math.round(Number(value));
|
||||
return Number.isFinite(parsed) && parsed > 0 ? parsed : fallback;
|
||||
}
|
||||
|
||||
setDensity(value) {
|
||||
this.i_diff_density = this.normalizeNumber(value, this.i_diff_density);
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
setFlow(value) {
|
||||
this.i_flow = Math.max(0, this.normalizeNumber(value, 0));
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
setWaterHeight(value) {
|
||||
this.i_m_water = Math.max(0, this.normalizeNumber(value, this.i_m_water));
|
||||
this.o_p_water = this.fysics.heigth_to_pressure(this.i_water_density, this.i_m_water);
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
setHeaderPressure(value) {
|
||||
this.i_pressure = this.normalizeNumber(value, this.i_pressure);
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
setElementCount(value) {
|
||||
this.i_n_elements = this.normalizePositiveInteger(value, this.i_n_elements);
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
setAlfaFactor(value) {
|
||||
this.i_alfa_factor = this.normalizeNumber(value, this.i_alfa_factor);
|
||||
this.recalculate();
|
||||
}
|
||||
|
||||
recalculate() {
|
||||
if (this.i_flow <= 0) {
|
||||
this.idle = true;
|
||||
this.n_flow = 0;
|
||||
this.o_otr = 0;
|
||||
this.o_p_flow = 0;
|
||||
this.o_flow_element = 0;
|
||||
this.o_p_total = this.o_p_water;
|
||||
this.o_kg = 0;
|
||||
this.o_kg_h = 0;
|
||||
this.o_kgo2_h = 0;
|
||||
this.o_kgo2 = 0;
|
||||
this.o_combined_eff = 0;
|
||||
this.o_slope = 0;
|
||||
this.warning.text = [];
|
||||
this.warning.state = false;
|
||||
this.alarm.text = [];
|
||||
this.alarm.state = false;
|
||||
return;
|
||||
}
|
||||
|
||||
this.idle = false;
|
||||
this.calcOtrPressure(this.i_flow);
|
||||
}
|
||||
|
||||
getCurveKeys(curve) {
|
||||
return Object.keys(curve)
|
||||
.map(Number)
|
||||
.sort((a, b) => a - b);
|
||||
}
|
||||
|
||||
interpolateSeries(points, x) {
|
||||
this.interpolation.load_spline(points.x, points.y, 'linear');
|
||||
return this.interpolation.interpolate(x);
|
||||
}
|
||||
|
||||
interpolateCurveByDensity(curve, density, x) {
|
||||
const keys = this.getCurveKeys(curve);
|
||||
if (keys.length === 1) {
|
||||
const only = curve[keys[0]];
|
||||
return {
|
||||
value: this.interpolateSeries(only, x),
|
||||
minY: Math.min(...only.y),
|
||||
maxY: Math.max(...only.y),
|
||||
minX: Math.min(...only.x),
|
||||
maxX: Math.max(...only.x),
|
||||
slope: this.getSegmentSlope(only, x),
|
||||
};
|
||||
}
|
||||
|
||||
const lowerKey = keys.reduce((acc, key) => (key <= density ? key : acc), keys[0]);
|
||||
const upperKey = keys.find((key) => key >= density) ?? keys[keys.length - 1];
|
||||
const lowerCurve = curve[lowerKey];
|
||||
const upperCurve = curve[upperKey];
|
||||
|
||||
if (lowerKey === upperKey) {
|
||||
return {
|
||||
value: this.interpolateSeries(lowerCurve, x),
|
||||
minY: Math.min(...lowerCurve.y),
|
||||
maxY: Math.max(...lowerCurve.y),
|
||||
minX: Math.min(...lowerCurve.x),
|
||||
maxX: Math.max(...lowerCurve.x),
|
||||
slope: this.getSegmentSlope(lowerCurve, x),
|
||||
};
|
||||
}
|
||||
|
||||
const lowerValue = this.interpolateSeries(lowerCurve, x);
|
||||
const upperValue = this.interpolateSeries(upperCurve, x);
|
||||
const ratio = (density - lowerKey) / (upperKey - lowerKey);
|
||||
|
||||
return {
|
||||
value: lowerValue + (upperValue - lowerValue) * ratio,
|
||||
minY: Math.min(...lowerCurve.y) + (Math.min(...upperCurve.y) - Math.min(...lowerCurve.y)) * ratio,
|
||||
maxY: Math.max(...lowerCurve.y) + (Math.max(...upperCurve.y) - Math.max(...lowerCurve.y)) * ratio,
|
||||
minX: Math.min(...lowerCurve.x),
|
||||
maxX: Math.max(...lowerCurve.x),
|
||||
slope: this.getSegmentSlope(lowerCurve, x),
|
||||
};
|
||||
}
|
||||
|
||||
getSegmentSlope(curvePoints, x) {
|
||||
const xs = curvePoints.x;
|
||||
const ys = curvePoints.y;
|
||||
for (let i = 0; i < xs.length - 1; i += 1) {
|
||||
if (x <= xs[i + 1]) {
|
||||
return (ys[i + 1] - ys[i]) / (xs[i + 1] - xs[i]);
|
||||
}
|
||||
}
|
||||
const last = xs.length - 1;
|
||||
return (ys[last] - ys[last - 1]) / (xs[last] - xs[last - 1]);
|
||||
}
|
||||
|
||||
combineEff(oOtr, oOtrMin, oOtrMax, oPFlow, oPMin, oPMax) {
|
||||
const otrSpan = oOtrMax - oOtrMin;
|
||||
const pSpan = oPMax - oPMin;
|
||||
const eff1 = otrSpan > 0 ? (oOtr - oOtrMin) / otrSpan : 0;
|
||||
const eff2 = pSpan > 0 ? 1 - ((oPFlow - oPMin) / pSpan) : 0;
|
||||
return Math.max(0, eff1 * eff2 * 100);
|
||||
}
|
||||
|
||||
calcOtrPressure(flow) {
|
||||
const totalInputPressureMbar = this.i_local_atm_pressure + this.i_pressure;
|
||||
this.o_kg = this.fysics.calc_air_dens(totalInputPressureMbar, 0, 20);
|
||||
this.o_kg_h = this.o_kg * flow;
|
||||
this.n_flow = (this.o_kg / this.n_kg) * flow;
|
||||
this.o_flow_element = Math.round((this.n_flow / this.i_n_elements) * 100) / 100;
|
||||
|
||||
const otr = this.interpolateCurveByDensity(this.specs.otr_curve, this.i_diff_density, this.o_flow_element);
|
||||
const pressure = this.interpolateCurveByDensity(this.specs.p_curve, 0, this.o_flow_element);
|
||||
|
||||
this.o_otr_min = otr.minY;
|
||||
this.o_otr_max = otr.maxY;
|
||||
this.o_p_min = pressure.minY;
|
||||
this.o_p_max = pressure.maxY;
|
||||
this.o_otr = Math.round(otr.value * 100) / 100;
|
||||
this.o_p_flow = Math.round(pressure.value * 100) / 100;
|
||||
this.o_p_total = Math.round((this.o_p_water + this.o_p_flow) * 100) / 100;
|
||||
this.o_kgo2_h = Math.round(this.convert(this.o_otr * this.n_flow * this.i_m_water * this.i_alfa_factor).from('g').to('kg') * 100) / 100;
|
||||
this.o_kgo2_h_min = Math.round(this.convert(this.o_otr_min * this.n_flow * this.i_m_water * this.i_alfa_factor).from('g').to('kg') * 100) / 100;
|
||||
this.o_kgo2_h_max = Math.round(this.convert(this.o_otr_max * this.n_flow * this.i_m_water * this.i_alfa_factor).from('g').to('kg') * 100) / 100;
|
||||
this.o_kgo2 = this.o_kgo2_h / 3600;
|
||||
this.o_combined_eff = Math.round(this.combineEff(
|
||||
this.o_otr,
|
||||
this.o_otr_min,
|
||||
this.o_otr_max,
|
||||
this.o_p_flow,
|
||||
this.o_p_min,
|
||||
this.o_p_max,
|
||||
) * 100) / 100;
|
||||
this.o_slope = Math.round(otr.slope * 1000) / 1000;
|
||||
|
||||
this.warningCheck(pressure.minX, pressure.maxX);
|
||||
this.alarmCheck(pressure.minX, pressure.maxX);
|
||||
}
|
||||
|
||||
warningCheck(minFlow, maxFlow) {
|
||||
this.warning.text = [];
|
||||
this.warning.state = false;
|
||||
const minHyst = minFlow * (this.warning.flow.min.hyst / 100);
|
||||
const maxHyst = maxFlow * (this.warning.flow.max.hyst / 100);
|
||||
|
||||
if (this.o_flow_element < minFlow - minHyst) {
|
||||
this.warning.state = true;
|
||||
this.warning.text.push(`Warning: flow per element ${this.o_flow_element} is below ${Math.round((minFlow - minHyst) * 100) / 100}`);
|
||||
}
|
||||
|
||||
if (this.o_flow_element > maxFlow + maxHyst) {
|
||||
this.warning.state = true;
|
||||
this.warning.text.push(`Warning: flow per element ${this.o_flow_element} exceeds ${Math.round((maxFlow + maxHyst) * 100) / 100}`);
|
||||
}
|
||||
}
|
||||
|
||||
alarmCheck(minFlow, maxFlow) {
|
||||
this.alarm.text = [];
|
||||
this.alarm.state = false;
|
||||
const minHyst = minFlow * (this.alarm.flow.min.hyst / 100);
|
||||
const maxHyst = maxFlow * (this.alarm.flow.max.hyst / 100);
|
||||
|
||||
if (this.o_flow_element < minFlow - minHyst) {
|
||||
this.alarm.state = true;
|
||||
this.alarm.text.push(`Alarm: flow per element ${this.o_flow_element} is below ${Math.round((minFlow - minHyst) * 100) / 100}`);
|
||||
}
|
||||
|
||||
if (this.o_flow_element > maxFlow + maxHyst) {
|
||||
this.alarm.state = true;
|
||||
this.alarm.text.push(`Alarm: flow per element ${this.o_flow_element} exceeds ${Math.round((maxFlow + maxHyst) * 100) / 100}`);
|
||||
}
|
||||
}
|
||||
|
||||
getStatus() {
|
||||
if (this.alarm.state) {
|
||||
return { fill: 'red', shape: 'dot', text: this.alarm.text[0] };
|
||||
}
|
||||
if (this.warning.state) {
|
||||
return { fill: 'yellow', shape: 'dot', text: this.warning.text[0] };
|
||||
}
|
||||
if (this.idle) {
|
||||
return { fill: 'grey', shape: 'dot', text: `${this.o_kgo2_h} kg o2 / h` };
|
||||
}
|
||||
return { fill: 'green', shape: 'dot', text: `${this.o_kgo2_h} kg o2 / h` };
|
||||
}
|
||||
|
||||
getOutput() {
|
||||
return {
|
||||
iPressure: this.i_pressure,
|
||||
iMWater: this.i_m_water,
|
||||
iFlow: this.i_flow,
|
||||
nFlow: Math.round(this.n_flow * 100) / 100,
|
||||
oOtr: this.o_otr,
|
||||
oPLoss: this.o_p_total,
|
||||
oKgo2H: this.o_kgo2_h,
|
||||
oFlowElement: this.o_flow_element,
|
||||
efficiency: this.o_combined_eff,
|
||||
slope: this.o_slope,
|
||||
idle: this.idle,
|
||||
warning: [...this.warning.text],
|
||||
alarm: [...this.alarm.text],
|
||||
};
|
||||
}
|
||||
|
||||
loadSpecs() {
|
||||
return {
|
||||
supplier: 'GVA',
|
||||
type: 'ELASTOX-R',
|
||||
units: {
|
||||
Nm3: { temp: 20, pressure: 1.01325, RH: 0 },
|
||||
},
|
||||
otr_curve: {
|
||||
2.4: {
|
||||
x: [2, 3, 4, 5, 6, 7, 8, 9, 10],
|
||||
y: [26, 25, 24, 23.5, 23, 22.75, 22.5, 22.25, 22],
|
||||
},
|
||||
},
|
||||
p_curve: {
|
||||
0: {
|
||||
x: [2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12],
|
||||
y: [40, 42.5, 45, 47.5, 50, 51.5, 53, 54.5, 56, 57.5, 59],
|
||||
},
|
||||
},
|
||||
};
|
||||
}
|
||||
}
|
||||
|
||||
module.exports = Diffuser;
|
||||
72
test/specificClass.test.js
Normal file
72
test/specificClass.test.js
Normal file
@@ -0,0 +1,72 @@
|
||||
const Diffuser = require('../src/specificClass');
|
||||
|
||||
function makeConfig(overrides = {}) {
|
||||
return {
|
||||
general: {
|
||||
name: 'Zone_1',
|
||||
logging: {
|
||||
enabled: false,
|
||||
logLevel: 'error',
|
||||
},
|
||||
},
|
||||
functionality: {
|
||||
softwareType: 'diffuser',
|
||||
role: 'aeration diffuser',
|
||||
},
|
||||
diffuser: {
|
||||
number: 1,
|
||||
elements: 4,
|
||||
density: 2.4,
|
||||
waterHeight: 4.5,
|
||||
alfaFactor: 0.7,
|
||||
headerPressure: 0,
|
||||
localAtmPressure: 1013.25,
|
||||
waterDensity: 997,
|
||||
...overrides,
|
||||
},
|
||||
};
|
||||
}
|
||||
|
||||
describe('diffuser specificClass', () => {
|
||||
it('starts idle with zero production', () => {
|
||||
const diffuser = new Diffuser(makeConfig());
|
||||
|
||||
expect(diffuser.idle).toBe(true);
|
||||
expect(diffuser.getOutput()).toEqual(expect.objectContaining({
|
||||
oKgo2H: 0,
|
||||
oPLoss: expect.any(Number),
|
||||
}));
|
||||
});
|
||||
|
||||
it('calculates oxygen transfer and pressure once airflow is applied', () => {
|
||||
const diffuser = new Diffuser(makeConfig());
|
||||
diffuser.setFlow(24);
|
||||
|
||||
const output = diffuser.getOutput();
|
||||
expect(diffuser.idle).toBe(false);
|
||||
expect(output.oFlowElement).toBeGreaterThan(0);
|
||||
expect(output.oOtr).toBeGreaterThan(0);
|
||||
expect(output.oPLoss).toBeGreaterThan(diffuser.o_p_water);
|
||||
expect(output.oKgo2H).toBeGreaterThan(0);
|
||||
});
|
||||
|
||||
it('increases total pressure when water height rises', () => {
|
||||
const diffuser = new Diffuser(makeConfig());
|
||||
diffuser.setFlow(24);
|
||||
const lowHeadLoss = diffuser.getOutput().oPLoss;
|
||||
|
||||
diffuser.setWaterHeight(6);
|
||||
const highHeadLoss = diffuser.getOutput().oPLoss;
|
||||
|
||||
expect(highHeadLoss).toBeGreaterThan(lowHeadLoss);
|
||||
});
|
||||
|
||||
it('raises warnings and alarms when flow per element is too low', () => {
|
||||
const diffuser = new Diffuser(makeConfig({ elements: 1, waterHeight: 3 }));
|
||||
diffuser.setFlow(0.5);
|
||||
|
||||
expect(diffuser.warning.state).toBe(true);
|
||||
expect(diffuser.alarm.state).toBe(true);
|
||||
expect(diffuser.getStatus().fill).toBe('red');
|
||||
});
|
||||
});
|
||||
Reference in New Issue
Block a user