Levelbased control now distinguishes startLevel (rising-edge engage, ramp foot) from stopLevel (falling-edge disengage). _stopHystRunning flag flips TRUE crossing startLevel up, FALSE crossing stopLevel down. While engaged AND level inside [stopLevel, startLevel] (basin draining through the dead band), emit a configurable keep-alive percControl (default 1 %) so MGC keeps a single pump running for a full drain stroke instead of oscillating at startLevel. Hard turn-off the moment level <= stopLevel — independent of ramp scaling. Manual-mode demand=0 now also issues explicit turnOff to keep parity with the new MGC handleInput semantics where demand<=0 means "off". Editor preview shades the new hysteresis band; admin endpoint exposes runtime engaged state. Co-Authored-By: Claude Opus 4.7 (1M context) <noreply@anthropic.com>
1397 lines
57 KiB
JavaScript
1397 lines
57 KiB
JavaScript
const EventEmitter = require('events');
|
||
const {
|
||
logger,
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configUtils,
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configManager,
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childRegistrationUtils,
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MeasurementContainer,
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coolprop,
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||
interpolation,
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||
POSITIONS
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} = require('generalFunctions');
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class PumpingStation {
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/**
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* PumpingStation — S88 Process Cell.
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*
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* Models a wet-well basin with inflow/outflow and orchestrates child
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* equipment (pumps via rotatingMachine, pump groups via MGC, nested
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* stations) to keep the water level within safe bounds.
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*
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* Full behaviour, threshold semantics, control modes, and the basin
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* diagram are documented in the wiki:
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* wiki/functional-description.md + wiki/modes/*.md
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*
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* Tick loop (1 s): predicted volume → net flow → safety → control.
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*/
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constructor(config = {}) {
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// --- Dependency injection & config merge ---
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this.emitter = new EventEmitter();
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this.configManager = new configManager();
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this.defaultConfig = this.configManager.getConfig('pumpingStation');
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this.configUtils = new configUtils(this.defaultConfig);
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// initConfig deep-merges user config over schema defaults so every
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// field is guaranteed present even if the caller omits it.
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this.config = this.configUtils.initConfig(config);
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this.interpolate = new interpolation();
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this.logger = new logger(this.config.general.logging.enabled, this.config.general.logging.logLevel, this.config.general.name);
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// --- Measurement store ---
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// autoConvert: incoming values in any unit are stored in their
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// original unit but getCurrentValue(targetUnit) converts on read.
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// preferredUnits: the canonical units used for ALL internal math.
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// Flow and netFlowRate MUST be m3/s because the volume integrator
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// multiplies flow × seconds to get m3. Level in m and volume in m3
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// keep the basin geometry math unit-consistent.
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this.measurements = new MeasurementContainer({
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autoConvert: true,
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preferredUnits: { flow: 'm3/s', netFlowRate: 'm3/s', level: 'm', volume: 'm3', overflowVolume: 'm3' }
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});
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// --- Child registries ---
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// Children register via Port 2 handshake. Each dict is keyed by
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// the child's config.general.id.
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// machines : rotatingMachine instances (direct pumps, no MGC)
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// stations : nested pumpingStation instances (cascaded basins)
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// machineGroups : MGC instances (each manages its own pump pool)
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this.childRegistrationUtils = new childRegistrationUtils(this);
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this.machines = {};
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this.stations = {};
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this.machineGroups = {};
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// predictedFlowChildren tracks predicted flow subscriptions per child.
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// Key = childId, value = { in: <last m3/s>, out: <last m3/s> }.
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// Only the highest-level aggregator is subscribed (MGC if present,
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// otherwise individual machines) to avoid double-counting.
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this.predictedFlowChildren = new Map();
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// --- Variant priority ---
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// Order determines which variant is used for CONTROL decisions:
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// 'measured' is preferred; 'predicted' is the fallback.
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//
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// IMPORTANT — both variants are ALWAYS computed regardless of which
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// one drives control. The output exposes both values plus a flag
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// indicating which variant is currently driving control decisions.
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// This lets operators see the difference between measured and
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// predicted, which is valuable for:
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// - Detecting sensor drift (measured diverges from predicted)
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// - Validating the volume integrator (predicted tracks measured?)
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// - Diagnosing control issues (was the wrong source active?)
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//
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// Implementation: _selectBestNetFlow computes both and stores both
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// in MeasurementContainer; it returns the winning variant as the
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// control source. getOutput() exposes all variants.
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this.flowVariants = ['measured', 'predicted'];
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this.levelVariants = ['measured', 'predicted'];
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this.volVariants = ['measured', 'predicted'];
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// Position aliases — two naming conventions coexist because:
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// - Measurement children (sensors) store their raw
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// positionVsParent from config: 'upstream' / 'downstream'
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// - Predicted-flow children (MGC, machines) map positions to
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// shorthand: 'in' / 'out' (see _registerPredictedFlowChild)
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//
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// The .sum() helper aggregates across an array of position names,
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// so this map gives each logical direction ALL its aliases. This
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// way sum('flow', 'predicted', flowPositions.outflow) catches both
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// a measurement stored under 'downstream' AND a prediction stored
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// under 'out'.
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this.flowPositions = { inflow: ['in', 'upstream'], outflow: ['out', 'downstream'] };
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// --- Runtime state ---
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this.mode = this.config.control.mode;
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// state is the public snapshot updated at the end of each tick().
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// Consumers (nodeClass, dashboard) read this for display/telemetry.
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this.state = { direction: 'steady', netFlow: 0, flowSource: null, seconds: null, remainingSource: null };
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// percControl: the 0-100% demand sent to MGC / direct machines in
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// levelbased mode. Exposed in getOutput() for dashboards.
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this.percControl = 0;
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// --- Level-armed hysteresis state (see _controlLevelBased) ---
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// _shiftArmed: true once up-curve output % crosses shiftArmPercent on
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// the way up. Cleared when level drops to startLevel.
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// _shiftHoldValue: captured on every filling→draining transition while
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// armed. The output stays at this value while level drops from the
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// flip point to shiftLevel; below shiftLevel it ramps to 0 % at
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// startLevel (linear or log shape).
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// _lastDirection: tracks the previous tick's direction so we can
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// detect filling→draining transitions. We don't update it on
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// 'steady' ticks so transitions through the dead-band are preserved.
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this._shiftArmed = false;
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this._shiftHoldValue = null;
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this._lastDirection = null;
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// --- stopLevel hysteresis (Schmitt trigger) ---
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// Levelbased control uses two thresholds:
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// - startLevel: ramp foot AND rising-edge engage point. Demand
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// scales 0..100 % over [startLevel, maxLevel].
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// - stopLevel: falling-edge disengage point. Pumps stay engaged
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// (running at minimum flow) while level drains through
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// [stopLevel, startLevel]; below stopLevel they're turned off.
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//
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// _stopHystRunning is the engaged-state flag: flips TRUE when level
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// crosses startLevel on the way up, FALSE when level crosses stopLevel
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// on the way down. While engaged AND level < startLevel (i.e. the
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// basin is draining through the dead band) the controller emits a
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// small keep-alive percControl so MGC keeps a single pump running
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// until level reaches stopLevel. Without this, percControl=0 in the
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// dead band would let MGC turn the pump off, the basin would refill,
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// and the pump would oscillate at startLevel instead of running for
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// a full drain stroke.
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//
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// Editor preview also reads _stopHystRunning to shade the hysteresis
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// band; runtime semantics are now explicit (no longer "bookkeeping").
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this._stopHystRunning = false;
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// --- Flow dead-band ---
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// flowThreshold (m3/s) prevents control actions on noise.
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// Default 1e-4 m3/s ≈ 0.36 m3/h — below this, net flow is
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// treated as 'steady' (no filling, no draining).
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const thresholdFromConfig = Number(this.config.general?.flowThreshold);
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this.flowThreshold = Number.isFinite(thresholdFromConfig) ? thresholdFromConfig : 1e-4;
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// Geometry + threshold ordering check. initBasinProperties seeds
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// predicted volume at minVol; _validateThresholdOrdering warns if
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// any physical/control invariant is violated. Non-fatal — prefer
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// continuity over refusal to start (availability-first).
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this.initBasinProperties();
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this.thresholdIssues = this._validateThresholdOrdering();
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this.logger.debug('PumpingStation initialized');
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}
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/* --------------------------- Registration --------------------------- */
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registerChild(child, softwareType) {
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this.logger.debug(`Registering child (${softwareType}) "${child.config.general.name}"`);
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if (softwareType === 'measurement') {
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this._registerMeasurementChild(child);
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return;
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}
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if (softwareType === 'machine') {
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this.machines[child.config.general.id] = child;
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} else if (softwareType === 'pumpingstation') {
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this.stations[child.config.general.id] = child;
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} else if (softwareType === 'machinegroup') {
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this.machineGroups[child.config.general.id] = child;
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}
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// Register predicted-flow subscription. Only register the HIGHEST-
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// level aggregator: if a machinegroup is present, subscribe to IT
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// (its flow.predicted already aggregates all child machines). Do NOT
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// also subscribe to individual machines — that would double-count
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// because each pump's flow is included in the group total.
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//
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// Individual machines (softwareType='machine') are only subscribed
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// when there is NO machinegroup parent — i.e., pumps wired directly
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// to the pumping station without an MGC in between.
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if (softwareType === 'machinegroup' || softwareType === 'pumpingstation') {
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this._registerPredictedFlowChild(child);
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} else if (softwareType === 'machine' && Object.keys(this.machineGroups).length === 0) {
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// Direct-child machine, no group above it — register its flow.
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this._registerPredictedFlowChild(child);
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}
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}
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_registerMeasurementChild(child) {
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const position = child.config.functionality.positionVsParent;
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const measurementType = child.config.asset.type;
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const eventName = `${measurementType}.measured.${position}`;
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child.measurements.emitter.on(eventName, (eventData = {}) => {
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this.logger.debug(
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`Measurement update ${eventName} <- ${eventData.childName || child.config.general.name}: ${eventData.value} ${eventData.unit}`
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);
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this.measurements
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.type(measurementType)
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.variant('measured')
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.position(position)
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.value(eventData.value, eventData.timestamp, eventData.unit);
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this._handleMeasurement(measurementType, eventData.value, position, eventData);
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});
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}
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_registerPredictedFlowChild(child) {
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const position = (child.config.functionality.positionVsParent || '').toLowerCase();
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const childName = child.config.general.name;
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const childId = child.config.general.id ?? childName;
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let posKey;
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let eventName;
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switch (position) {
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case 'downstream':
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case 'out':
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case 'atequipment':
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posKey = 'out';
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// Subscribe to ONE event only. 'downstream' is the most specific
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// — avoids double-counting from 'atequipment' which carries the
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// same total flow on a different event name.
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eventName = 'flow.predicted.downstream';
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break;
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case 'upstream':
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case 'in':
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posKey = 'in';
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eventName = 'flow.predicted.upstream';
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break;
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default:
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this.logger.warn(`Unsupported predicted flow position "${position}" from ${childName}`);
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return;
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}
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if (!this.predictedFlowChildren.has(childId)) {
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this.predictedFlowChildren.set(childId, { in: 0, out: 0 });
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}
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const handler = (eventData = {}) => {
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const unit = eventData.unit || child.config?.general?.unit;
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const ts = eventData.timestamp || Date.now();
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this.logger.debug(`Emitting for child ${unit} `);
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this.measurements
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.type('flow')
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.variant('predicted')
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.position(posKey)
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.child(childId)
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.value(eventData.value, ts, unit);
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};
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child.measurements.emitter.on(eventName, handler);
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}
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/* --------------------------- Calibration --------------------------- */
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calibratePredictedVolume(calibratedVol, timestamp = Date.now()) {
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const volume = this.measurements.type('volume').variant('predicted').position('atequipment').get();
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const level = this.measurements.type('level').variant('predicted').position('atequipment').get();
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if (volume) {
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volume.values = [];
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volume.timestamps = [];
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}
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if (level) {
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level.values = [];
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level.timestamps = [];
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}
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this.measurements.type('volume').variant('predicted').position('atequipment').value(calibratedVol, timestamp, 'm3').unit('m3');
|
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this.measurements.type('level').variant('predicted').position('atequipment').value(this._calcLevelFromVolume(calibratedVol), timestamp, 'm');
|
||
|
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this._predictedFlowState = { inflow: 0, outflow: 0, lastTimestamp: timestamp };
|
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}
|
||
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calibratePredictedLevel(val, timestamp = Date.now(), unit = 'm') {
|
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// Rebuild the chain each time — MeasurementContainer is stateful
|
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// (its type/variant/position methods mutate the container itself,
|
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// so cached chain references share one cursor).
|
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const volMeas = this.measurements.type('volume').variant('predicted').position('atequipment');
|
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if (volMeas.exists()) {
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const m = volMeas.get();
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m.values = []; m.timestamps = [];
|
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}
|
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const lvlMeas = this.measurements.type('level').variant('predicted').position('atequipment');
|
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if (lvlMeas.exists()) {
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const m = lvlMeas.get();
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m.values = []; m.timestamps = [];
|
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}
|
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this.measurements.type('level').variant('predicted').position('atequipment').value(val, timestamp, unit);
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this.measurements.type('volume').variant('predicted').position('atequipment').value(this._calcVolumeFromLevel(val), timestamp, 'm3');
|
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this._predictedFlowState = { inflow: 0, outflow: 0, lastTimestamp: timestamp };
|
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}
|
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setManualInflow(value, timestamp = Date.now(), unit) {
|
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const num = Number(value);
|
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this.measurements.type('flow').variant('predicted').position('in').child('manual-qin').value(num, timestamp, unit);
|
||
}
|
||
|
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setManualOutflow(value, timestamp = Date.now(), unit) {
|
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const num = Number(value);
|
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this.measurements.type('flow').variant('predicted').position('out').child('manual-qout').value(num, timestamp, unit);
|
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}
|
||
|
||
/* --------------------------- Tick / Control --------------------------- */
|
||
|
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tick() {
|
||
this._updatePredictedVolume();
|
||
|
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const netFlow = this._selectBestNetFlow();
|
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const remaining = this._computeRemainingTime(netFlow);
|
||
|
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this._safetyController(remaining.seconds, netFlow.direction);
|
||
if (this.safetyControllerActive) return;
|
||
|
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this._controlLogic(netFlow.direction);
|
||
|
||
this.state = {
|
||
direction: netFlow.direction,
|
||
netFlow: netFlow.value,
|
||
flowSource: netFlow.source,
|
||
seconds: remaining.seconds,
|
||
remainingSource: remaining.source
|
||
};
|
||
|
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this.logger.debug(`netflow = ${JSON.stringify(netFlow)}`);
|
||
this.logger.debug(
|
||
`Height : ${this.measurements.type('level').variant('predicted').position('atequipment').getCurrentValue('m')} m`
|
||
);
|
||
}
|
||
|
||
changeMode(newMode){
|
||
if ( this.config.control.allowedModes.has(newMode) ){
|
||
const currentMode = this.mode;
|
||
this.logger.info(`Control mode changing from ${currentMode} to ${newMode}`);
|
||
this.mode = newMode;
|
||
}
|
||
else{
|
||
this.logger.warn(`Attempted to change to unsupported control mode: ${newMode}`);
|
||
}
|
||
|
||
}
|
||
|
||
|
||
_controlLogic(direction) {
|
||
switch (this.mode) {
|
||
case 'levelbased':
|
||
this._controlLevelBased(direction);
|
||
break;
|
||
case 'flowbased':
|
||
this._controlFlowBased?.();
|
||
break;
|
||
case 'manual':
|
||
break;
|
||
default:
|
||
this.logger.warn(`Unsupported control mode: ${this.mode}`);
|
||
}
|
||
}
|
||
|
||
async _controlLevelBased(direction) {
|
||
const cfg = this.config.control.levelbased;
|
||
const { startLevel, minLevel } = cfg;
|
||
const levelUnit = this.measurements.getUnit('level');
|
||
|
||
const level = this._pickVariant('level', this.levelVariants, 'atequipment', levelUnit);
|
||
if (level == null) {
|
||
this.logger.warn('No valid level found');
|
||
return;
|
||
}
|
||
|
||
// Level-based pump control via MGC. See wiki/modes/levelbased.md.
|
||
//
|
||
// Always:
|
||
// level < minLevel → STOP (unconditional MGC shutdown)
|
||
// level < inflowLevel → 0 % (HOLD zone, pumps idle)
|
||
// level in [inflow..max] → up curve 0..100 % (linear or log)
|
||
// level > maxLevel → 100 % (MGC clamps internally)
|
||
//
|
||
// With enableShiftedRamp (hysteresis):
|
||
// When up-curve % rises past shiftArmPercent → ARMED.
|
||
// On the next filling→draining transition while armed → capture
|
||
// hold = current up-curve %.
|
||
// While armed AND draining:
|
||
// level >= shiftLevel → output = hold (held)
|
||
// level in [start..shift] → output ramps hold→0 % over the range
|
||
// level < startLevel → output = 0 %
|
||
// While armed AND filling/steady → output = up curve (resets hold).
|
||
// Disarms only when level <= startLevel.
|
||
|
||
if (level < minLevel) {
|
||
this.percControl = 0;
|
||
this._shiftHoldValue = null;
|
||
this._shiftArmed = false;
|
||
this._stopHystRunning = false;
|
||
this._lastDirection = direction;
|
||
Object.values(this.machineGroups).forEach((group) => group.turnOffAllMachines());
|
||
return;
|
||
}
|
||
|
||
// stopLevel hysteresis (Schmitt trigger).
|
||
// _stopHystRunning becomes TRUE on rising edge at startLevel
|
||
// FALSE on falling edge at stopLevel
|
||
// While engaged AND level < startLevel (basin draining through the
|
||
// dead band), the controller emits a small keep-alive percControl so
|
||
// a single pump keeps running until level reaches stopLevel. Without
|
||
// hysteresis the pump would oscillate at startLevel because the
|
||
// up-curve goes through 0 there.
|
||
const stopLvl = Number(cfg.stopLevel);
|
||
const stopThresholdActive = Number.isFinite(stopLvl) && stopLvl >= 0 && stopLvl < cfg.maxLevel;
|
||
|
||
if (stopThresholdActive && level <= stopLvl) {
|
||
// Hard off: drained past stopLevel.
|
||
this.percControl = 0;
|
||
this._stopHystRunning = false;
|
||
this._lastDirection = direction;
|
||
Object.values(this.machineGroups).forEach((group) => group.turnOffAllMachines());
|
||
return;
|
||
}
|
||
// Update Schmitt-trigger engaged state.
|
||
if (stopThresholdActive) {
|
||
if (!this._stopHystRunning && level >= startLevel) this._stopHystRunning = true;
|
||
// disengage on falling edge is handled by the `level <= stopLvl` block above.
|
||
} else {
|
||
// No stopLevel configured → no hysteresis; engaged only while level >= startLevel.
|
||
this._stopHystRunning = level >= startLevel;
|
||
}
|
||
|
||
// Up-curve value. Foot stays at startLevel (per the user-set demand
|
||
// ramp), top is maxLevel. Below startLevel the curve gives 0 %; above
|
||
// maxLevel it saturates at 100 %.
|
||
const rampFoot = startLevel;
|
||
const upPct = this._scaleLevelToFlowPercent(level, rampFoot, cfg.maxLevel);
|
||
|
||
// Update arming flag.
|
||
if (cfg.enableShiftedRamp) {
|
||
const armPct = Number.isFinite(cfg.shiftArmPercent) ? cfg.shiftArmPercent : 95;
|
||
if (!this._shiftArmed && upPct >= armPct) {
|
||
this._shiftArmed = true;
|
||
this.logger.debug(`Shift armed: upPct=${upPct} >= ${armPct}`);
|
||
}
|
||
} else {
|
||
this._shiftArmed = false;
|
||
}
|
||
if (level <= startLevel) {
|
||
this._shiftArmed = false;
|
||
this._shiftHoldValue = null;
|
||
}
|
||
|
||
// Capture hold on filling→draining transition while armed.
|
||
if (cfg.enableShiftedRamp && this._shiftArmed) {
|
||
if (this._lastDirection !== 'draining' && direction === 'draining') {
|
||
this._shiftHoldValue = upPct;
|
||
this.logger.debug(`Shift hold captured: ${upPct} % at level=${level}`);
|
||
} else if (direction === 'filling') {
|
||
// Returning to filling clears any captured hold; the next drain
|
||
// transition will recapture from the up curve.
|
||
this._shiftHoldValue = null;
|
||
}
|
||
}
|
||
if (direction === 'filling' || direction === 'draining') {
|
||
this._lastDirection = direction;
|
||
}
|
||
|
||
// Compute output.
|
||
let percControl;
|
||
const inDrainingHold = cfg.enableShiftedRamp && this._shiftArmed
|
||
&& direction === 'draining' && this._shiftHoldValue != null;
|
||
|
||
if (!inDrainingHold) {
|
||
// Up curve: 0 % below the ramp foot (startLevel), scaled
|
||
// startLevel..maxLevel → 0..100 %, saturates above maxLevel.
|
||
// While engaged via the stopLevel Schmitt trigger AND level is
|
||
// inside the dead band [stopLevel, startLevel], emit a small
|
||
// keep-alive value so MGC's normalized scaling resolves to flow.min
|
||
// (a single pump at minimum stable speed) and the basin actually
|
||
// drains. Configurable via levelbased.deadZoneKeepAlivePercent
|
||
// (default 1%). Ramp foot stays at startLevel — keep-alive is a
|
||
// separate "engaged in dead band" signal, not a shifted ramp.
|
||
if (level < rampFoot) {
|
||
if (stopThresholdActive && this._stopHystRunning) {
|
||
const keepAlive = Number.isFinite(Number(cfg.deadZoneKeepAlivePercent))
|
||
? Number(cfg.deadZoneKeepAlivePercent) : 1;
|
||
percControl = Math.max(0, keepAlive);
|
||
} else {
|
||
percControl = 0;
|
||
}
|
||
} else {
|
||
percControl = Math.max(0, upPct);
|
||
}
|
||
} else {
|
||
const hold = this._shiftHoldValue;
|
||
const shift = cfg.shiftLevel;
|
||
if (!Number.isFinite(shift) || shift <= startLevel) {
|
||
// Bad config — fall back to up curve.
|
||
percControl = Math.max(0, upPct);
|
||
} else if (level >= shift) {
|
||
percControl = hold;
|
||
} else if (level > startLevel) {
|
||
// Ramp from (shiftLevel, hold) down to (startLevel, 0).
|
||
// Use the same curve shape (linear/log) as the up curve, scaled to
|
||
// peak at hold% at level=shiftLevel.
|
||
const x = (level - startLevel) / (shift - startLevel);
|
||
const shaped = this._curveShape(x);
|
||
percControl = Math.max(0, hold * shaped);
|
||
} else {
|
||
percControl = 0;
|
||
}
|
||
}
|
||
|
||
this.percControl = percControl;
|
||
this.logger.debug(
|
||
`Level-based: level=${level} dir=${direction} armed=${this._shiftArmed} hold=${this._shiftHoldValue} pct=${percControl}`
|
||
);
|
||
|
||
await this._applyMachineGroupLevelControl(percControl);
|
||
}
|
||
|
||
// Apply the configured curve shape to a normalized x in [0,1].
|
||
// Returns shaped value in [0,1]. Linear by default; log when curveType
|
||
// is 'log' (with logCurveFactor).
|
||
_curveShape(x) {
|
||
const { curveType = 'linear', logCurveFactor = 9 } = this.config.control.levelbased;
|
||
const clamped = Math.max(0, Math.min(1, x));
|
||
if (curveType === 'log') {
|
||
const factor = Number.isFinite(Number(logCurveFactor)) && Number(logCurveFactor) > 0
|
||
? Number(logCurveFactor) : 9;
|
||
return Math.log1p(factor * clamped) / Math.log1p(factor);
|
||
}
|
||
return clamped;
|
||
}
|
||
|
||
_controlFlowBased() {
|
||
// placeholder for flow-based logic
|
||
}
|
||
|
||
/**
|
||
* Forward a manual demand value to all child machine groups + direct
|
||
* machines. Called from the 'Qd' topic handler when PS is in manual
|
||
* mode — mirrors how rotatingMachine gates commands by mode.
|
||
* @param {number} demand - the operator-set demand (interpretation
|
||
* depends on MGC scaling: 'absolute' = m³/h, 'normalized' = 0-100%)
|
||
*/
|
||
async forwardDemandToChildren(demand) {
|
||
this.logger.info(`Manual demand forwarded: ${demand}`);
|
||
// Manual-mode explicit stop: MGC's handleInput now treats demand=0 as
|
||
// "hold current pump states" so the levelbased stopLevel hysteresis
|
||
// works. In manual mode the operator setting Qd=0 should still mean
|
||
// "stop now", so we issue an explicit turnOff and short-circuit.
|
||
if (Number(demand) <= 0) {
|
||
if (this.machineGroups && Object.keys(this.machineGroups).length > 0) {
|
||
Object.values(this.machineGroups).forEach((group) => group.turnOffAllMachines());
|
||
}
|
||
return;
|
||
}
|
||
// Forward to machine groups (MGC)
|
||
if (this.machineGroups && Object.keys(this.machineGroups).length > 0) {
|
||
await Promise.all(
|
||
Object.values(this.machineGroups).map((group) =>
|
||
group.handleInput('parent', demand).catch((err) => {
|
||
this.logger.error(`Failed to forward demand to group: ${err.message}`);
|
||
})
|
||
)
|
||
);
|
||
}
|
||
// Forward to direct machines (if any)
|
||
if (this.machines && Object.keys(this.machines).length > 0) {
|
||
const perMachine = demand / Object.keys(this.machines).length;
|
||
for (const machine of Object.values(this.machines)) {
|
||
try {
|
||
await machine.handleInput('parent', 'execMovement', perMachine);
|
||
} catch (err) {
|
||
this.logger.error(`Failed to forward demand to machine: ${err.message}`);
|
||
}
|
||
}
|
||
}
|
||
}
|
||
|
||
async _applyMachineGroupLevelControl(percentControl) {
|
||
if (!this.machineGroups || Object.keys(this.machineGroups).length === 0) return;
|
||
await Promise.all(
|
||
Object.values(this.machineGroups).map((group) =>
|
||
group.handleInput('parent', percentControl).catch((err) => {
|
||
this.logger.error(`Failed to send level control to group "${group.config.general.name}": ${err.message}`);
|
||
})
|
||
)
|
||
);
|
||
}
|
||
|
||
async _applyMachineLevelControl(percentControl) {
|
||
const machines = Object.values(this.machines).filter((machine) => {
|
||
const pos = machine?.config?.functionality?.positionVsParent;
|
||
return (pos === 'downstream' || pos === 'atequipment');
|
||
});
|
||
|
||
if (!machines.length) return;
|
||
|
||
const perMachine = percentControl / machines.length;
|
||
for (const machine of machines) {
|
||
try {
|
||
await machine.handleInput('parent', 'execSequence', 'startup');
|
||
await machine.handleInput('parent', 'execMovement', perMachine);
|
||
} catch (err) {
|
||
this.logger.error(`Failed to start machine "${machine.config.general.name}": ${err.message}`);
|
||
}
|
||
}
|
||
}
|
||
|
||
/* --------------------------- Measurements --------------------------- */
|
||
|
||
_handleMeasurement(measurementType, value, position, context) {
|
||
switch (measurementType) {
|
||
case 'level':
|
||
this._onLevelMeasurement(position, value, context);
|
||
break;
|
||
case 'pressure':
|
||
this._onPressureMeasurement(position, value, context);
|
||
break;
|
||
default:
|
||
break;
|
||
}
|
||
}
|
||
|
||
_onLevelMeasurement(position, value, context = {}) {
|
||
this.measurements.type('level').variant('measured').position(position).value(value).unit(context.unit);
|
||
const levelSeries = this.measurements.type('level').variant('measured').position(position);
|
||
const levelMeters = levelSeries.getCurrentValue('m');
|
||
if (levelMeters == null) return;
|
||
|
||
const volume = this._calcVolumeFromLevel(levelMeters);
|
||
const percent = this.interpolate.interpolate_lin_single_point(
|
||
volume,
|
||
this.basin.minVol,
|
||
this.basin.maxVolAtOverflow,
|
||
0,
|
||
100
|
||
);
|
||
|
||
this.measurements.type('volume').variant('measured').position('atequipment').value(volume, context.timestamp, 'm3');
|
||
this.measurements
|
||
.type('volumePercent')
|
||
.variant('measured')
|
||
.position('atequipment')
|
||
.value(percent, context.timestamp, '%');
|
||
}
|
||
|
||
_onPressureMeasurement(position, value, context = {}) {
|
||
let kelvinTemp =
|
||
this.measurements.type('temperature').variant('measured').position('atequipment').getCurrentValue('K') ?? null;
|
||
|
||
if (kelvinTemp === null) {
|
||
this.logger.warn('No temperature measurement; assuming 15C for pressure to level conversion.');
|
||
this.measurements.type('temperature').variant('assumed').position('atequipment').value(15, Date.now(), 'C');
|
||
kelvinTemp = this.measurements.type('temperature').variant('assumed').position('atequipment').getCurrentValue('K');
|
||
}
|
||
|
||
if (kelvinTemp == null) return;
|
||
|
||
const density = coolprop.PropsSI('D', 'T', kelvinTemp, 'P', 101325, 'Water');
|
||
const pressurePa = this.measurements.type('pressure').variant('measured').position(position).getCurrentValue('Pa');
|
||
if (!Number.isFinite(pressurePa) || !Number.isFinite(density)) return;
|
||
|
||
const g = 9.80665;
|
||
const level = pressurePa / (density * g);
|
||
this.measurements.type('level').variant('predicted').position(position).value(level, context.timestamp, 'm');
|
||
}
|
||
|
||
/* --------------------------- Core Calculations --------------------------- */
|
||
|
||
_pickVariant(type, variants, position, unit) {
|
||
for (const variant of variants) {
|
||
const val = this.measurements.type(type).variant(variant).position(position).getCurrentValue(unit);
|
||
if (!Number.isFinite(val)) continue;
|
||
return val;
|
||
}
|
||
return null;
|
||
}
|
||
|
||
// (legacy _levelBasedRampStart/_levelBasedRampTop/_updateShiftArmed
|
||
// helpers were removed in favour of the inline state machine in
|
||
// _controlLevelBased — see that method's doc block.)
|
||
|
||
_scaleLevelToFlowPercent(level, rampStartLevel, rampTopLevel) {
|
||
const { maxLevel, curveType = 'linear', logCurveFactor = 9 } = this.config.control.levelbased;
|
||
const start = Number.isFinite(rampStartLevel) ? rampStartLevel : this.config.control.levelbased.startLevel;
|
||
const top = Number.isFinite(rampTopLevel) ? rampTopLevel : maxLevel;
|
||
if (!Number.isFinite(level) || !Number.isFinite(start) || !Number.isFinite(top)) return 0;
|
||
if (top <= start) return level >= top ? 100 : 0;
|
||
|
||
const x = Math.max(0, Math.min(1, (level - start) / (top - start)));
|
||
if (curveType === 'log') {
|
||
const factor = Number.isFinite(Number(logCurveFactor)) && Number(logCurveFactor) > 0
|
||
? Number(logCurveFactor)
|
||
: 9;
|
||
return 100 * (Math.log1p(factor * x) / Math.log1p(factor));
|
||
}
|
||
|
||
return x * 100;
|
||
}
|
||
|
||
_levelRate(variant) {
|
||
const chain = this.measurements.type('level').variant(variant).position('atequipment');
|
||
if (!chain.exists({ requireValues: true })) return null;
|
||
const m = chain.get();
|
||
const current = m?.getLaggedSample?.(0);
|
||
const previous = m?.getLaggedSample?.(1);
|
||
if (!current || !previous || previous.timestamp == null) return null;
|
||
const dt = (current.timestamp - previous.timestamp) / 1000;
|
||
if (!Number.isFinite(dt) || dt <= 0) return null;
|
||
return (current.value - previous.value) / dt;
|
||
}
|
||
|
||
_updatePredictedVolume() {
|
||
const flowUnit = 'm3/s'; // this has to be in m3/s for the actions below
|
||
const now = Date.now();
|
||
|
||
// The synthetic spill flow lives at its OWN position ('overflow') —
|
||
// not as a child of 'out'. That keeps it out of the operational-outflow
|
||
// sum here (which only sees pumps + downstream measurements), so no
|
||
// self-subtraction is needed. _selectBestNetFlow folds it back in for
|
||
// net-flow balance while pinned at overflow.
|
||
const inflow = this.measurements.sum('flow', 'predicted', this.flowPositions.inflow, flowUnit) || 0;
|
||
const outflowReal = this.measurements.sum('flow', 'predicted', this.flowPositions.outflow, flowUnit) || 0;
|
||
|
||
if (!this._predictedFlowState) {
|
||
this._predictedFlowState = { inflow, outflow: outflowReal, lastTimestamp: now };
|
||
}
|
||
|
||
const timestampPrev = this._predictedFlowState.lastTimestamp ?? now;
|
||
const deltaSeconds = Math.max((now - timestampPrev) / 1000, 0);
|
||
const netVolumeChange = deltaSeconds > 0 ? (inflow - outflowReal) * deltaSeconds : 0;
|
||
|
||
// Read currentVolume via a fresh chain — MeasurementContainer's chain
|
||
// methods mutate a shared cursor, so any later chain into a different
|
||
// type/variant invalidates a saved reference. We re-resolve every read
|
||
// and write below for the same reason.
|
||
const currentVolume = this.measurements
|
||
.type('volume').variant('predicted').position('atequipment').getCurrentValue('m3');
|
||
|
||
const writeTimestamp = timestampPrev + deltaSeconds * 1000;
|
||
|
||
// Predicted-volume bounds.
|
||
// Upper (hard physical): maxVolAtOverflow — past this the basin spills
|
||
// over the weir; predicted level pins at overflowLevel and the
|
||
// excess is tracked as overflow volume + spill flow.
|
||
// Lower (operational): dryRunSafetyVol — where pumps must stop. Only
|
||
// clamps on transition from above; a basin seeded below (e.g.
|
||
// startup-from-empty) is left alone so it can fill from 0.
|
||
// Lower (hard physical): 0 — basin cannot hold negative water. Always
|
||
// clamps. Without this, a seeded-low basin under continued
|
||
// net-outflow integrates volume arbitrarily negative (the level
|
||
// output looks fine because _calcLevelFromVolume floors at 0,
|
||
// masking the underlying drift).
|
||
const safety = this._computeSafetyPoints();
|
||
const upperClamp = this.basin.maxVolAtOverflow;
|
||
const lowerClamp = Math.max(0, safety.dryRunSafetyVol ?? 0);
|
||
|
||
const proposedVolume = currentVolume + netVolumeChange;
|
||
let nextVolume = proposedVolume;
|
||
let overflowIncrement = 0;
|
||
let underflowIncrement = 0;
|
||
if (proposedVolume > upperClamp) {
|
||
overflowIncrement = proposedVolume - upperClamp;
|
||
nextVolume = upperClamp;
|
||
} else if (proposedVolume < lowerClamp && currentVolume >= lowerClamp) {
|
||
nextVolume = lowerClamp;
|
||
}
|
||
if (nextVolume < 0) {
|
||
underflowIncrement = -nextVolume;
|
||
nextVolume = 0;
|
||
}
|
||
|
||
// Synthetic spill flow at position 'overflow'.
|
||
// While pinned at upper bound with continuing net-positive inflow, the
|
||
// weir is carrying away (inflow − outflowReal). _selectBestNetFlow folds
|
||
// this into the outflow side so the predicted net-flow balance reads ~0
|
||
// (matches the level-pinned reality).
|
||
let spillRate = 0;
|
||
if (nextVolume >= upperClamp - 1e-9 && (inflow - outflowReal) > this.flowThreshold) {
|
||
spillRate = inflow - outflowReal;
|
||
}
|
||
this.measurements
|
||
.type('flow').variant('predicted').position('overflow')
|
||
.value(spillRate, writeTimestamp, 'm3/s').unit('m3/s');
|
||
|
||
// Cumulative overflow volume — for compliance reporting via InfluxDB.
|
||
if (overflowIncrement > 0) {
|
||
const prevCumulative = this.measurements
|
||
.type('overflowVolume').variant('predicted').position('atequipment').getCurrentValue('m3') ?? 0;
|
||
this.measurements
|
||
.type('overflowVolume').variant('predicted').position('atequipment')
|
||
.value(prevCumulative + overflowIncrement, writeTimestamp, 'm3').unit('m3');
|
||
}
|
||
|
||
// Cumulative integrator underflow — diagnostic, NOT compliance.
|
||
// A nonzero value means the predicted-volume integrator tried to go
|
||
// below the physical floor (negative water). Root causes are usually
|
||
// upstream: outflow over-reported (sensor drift, pump curve too
|
||
// optimistic) or an inflow source missing from the measurement set.
|
||
if (underflowIncrement > 0) {
|
||
const prevUnderflow = this.measurements
|
||
.type('underflowVolume').variant('predicted').position('atequipment').getCurrentValue('m3') ?? 0;
|
||
this.measurements
|
||
.type('underflowVolume').variant('predicted').position('atequipment')
|
||
.value(prevUnderflow + underflowIncrement, writeTimestamp, 'm3').unit('m3');
|
||
}
|
||
|
||
this.measurements
|
||
.type('volume').variant('predicted').position('atequipment')
|
||
.value(nextVolume, writeTimestamp, 'm3').unit('m3');
|
||
|
||
const nextLevel = this._calcLevelFromVolume(nextVolume);
|
||
this.measurements
|
||
.type('level')
|
||
.variant('predicted')
|
||
.position('atequipment')
|
||
.value(nextLevel, writeTimestamp, 'm')
|
||
.unit('m');
|
||
|
||
const percent = this.interpolate.interpolate_lin_single_point(
|
||
nextVolume,
|
||
this.basin.minVol,
|
||
this.basin.maxVolAtOverflow,
|
||
0,
|
||
100
|
||
);
|
||
|
||
this.measurements
|
||
.type('volumePercent')
|
||
.variant('predicted')
|
||
.position('atequipment')
|
||
.value(percent, writeTimestamp, '%');
|
||
|
||
this._predictedFlowState = { inflow, outflow: outflowReal, lastTimestamp: writeTimestamp };
|
||
}
|
||
|
||
_selectBestNetFlow() {
|
||
const type = 'flow';
|
||
const unit = this.measurements.getUnit(type) || 'm3/s';
|
||
|
||
for (const variant of this.flowVariants) {
|
||
const bucket = this.measurements.measurements?.[type]?.[variant];
|
||
if (!bucket || Object.keys(bucket).length === 0) continue;
|
||
|
||
const inflow = this.measurements.sum(type, variant, this.flowPositions.inflow, unit) || 0;
|
||
const outflowReal = this.measurements.sum(type, variant, this.flowPositions.outflow, unit) || 0;
|
||
// Fold synthetic spill (position 'overflow') into the outflow side.
|
||
// It only exists for the predicted variant and only while pinned, so
|
||
// for measured this is 0.
|
||
const spill = this.measurements.sum(type, variant, ['overflow'], unit) || 0;
|
||
const outflow = outflowReal + spill;
|
||
if (Math.abs(inflow) < this.flowThreshold && Math.abs(outflow) < this.flowThreshold) continue;
|
||
|
||
const net = inflow - outflow;
|
||
this.measurements.type('netFlowRate').variant(variant).position('atequipment').value(net, Date.now(), unit);
|
||
return { value: net, source: variant, direction: this._deriveDirection(net) };
|
||
}
|
||
|
||
// Fallback: level trend.
|
||
// When level pins at overflow, dL/dt collapses to 0 and the level-rate
|
||
// method loses the inflow signal — but flow IS still moving (in → spill).
|
||
// In that case we hold the last known non-zero net-flow so dashboards
|
||
// keep showing roughly what's coming in until level starts dropping.
|
||
for (const variant of this.levelVariants) {
|
||
const rate = this._levelRate(variant);
|
||
if (!Number.isFinite(rate)) continue;
|
||
|
||
const lvl = this.measurements.type('level').variant(variant).position('atequipment').getCurrentValue('m');
|
||
const pinnedAtOverflow = Number.isFinite(lvl)
|
||
&& Number.isFinite(this.basin.overflowLevel)
|
||
&& lvl >= this.basin.overflowLevel - 1e-9;
|
||
const rateNearZero = Math.abs(rate) < 1e-9;
|
||
|
||
let netFlow = rate * this.basin.surfaceArea;
|
||
if (pinnedAtOverflow && rateNearZero && Number.isFinite(this._lastLevelRateNetFlow)) {
|
||
netFlow = this._lastLevelRateNetFlow;
|
||
} else if (!rateNearZero) {
|
||
this._lastLevelRateNetFlow = netFlow;
|
||
}
|
||
|
||
return { value: netFlow, source: `level:${variant}`, direction: this._deriveDirection(netFlow) };
|
||
}
|
||
|
||
this.logger.warn('No usable measurements to compute net flow; assuming steady.');
|
||
return { value: 0, source: null, direction: 'steady' };
|
||
}
|
||
|
||
_computeRemainingTime(netFlow) {
|
||
if (!netFlow || Math.abs(netFlow.value) < this.flowThreshold) return { seconds: null, source: null };
|
||
|
||
const { overflowLevel, outflowLevel, surfaceArea } = this.basin;
|
||
if (!Number.isFinite(surfaceArea) || surfaceArea <= 0) return { seconds: null, source: null };
|
||
|
||
for (const variant of this.levelVariants) {
|
||
const lvl = this.measurements.type('level').variant(variant).position('atequipment').getCurrentValue('m');
|
||
if (!Number.isFinite(lvl)) continue;
|
||
|
||
const remainingHeight = netFlow.value > 0 ? Math.max(overflowLevel - lvl, 0) : Math.max(lvl - outflowLevel, 0);
|
||
const seconds = (remainingHeight * surfaceArea) / Math.abs(netFlow.value);
|
||
if (!Number.isFinite(seconds)) continue;
|
||
|
||
return { seconds, source: `${netFlow.source}/${variant}` };
|
||
}
|
||
|
||
return { seconds: null, source: netFlow.source };
|
||
}
|
||
|
||
_deriveDirection(netFlow) {
|
||
if (netFlow > this.flowThreshold) return 'filling';
|
||
if (netFlow < -this.flowThreshold) return 'draining';
|
||
return 'steady';
|
||
}
|
||
|
||
/* --------------------------- Safety --------------------------- */
|
||
|
||
/**
|
||
* Safety controller — two hard rules:
|
||
*
|
||
* 1. BELOW minLevel (dry-run): pumps CANNOT start.
|
||
* Shuts down all downstream machines + machine groups.
|
||
* Only a manual override or emergency can restart them.
|
||
* safetyControllerActive = true → blocks _controlLogic.
|
||
*
|
||
* 2. ABOVE high-volume safety level: pumps CANNOT stop.
|
||
* Shuts down UPSTREAM equipment only (stop more water coming in).
|
||
* Does NOT shut down downstream pumps or machine groups — they
|
||
* must keep draining. Does NOT set safetyControllerActive — the
|
||
* level-based control keeps running so pumps stay at the demand
|
||
* dictated by the current level (which will be >100% near overflow,
|
||
* meaning all pumps at maximum via the normal demand curve).
|
||
* Only a manual override or emergency stop can shut pumps during
|
||
* a high-volume or overflowing event.
|
||
*/
|
||
_safetyController(remainingTime, direction) {
|
||
this.safetyControllerActive = false;
|
||
|
||
const volUnit = this.measurements.getUnit('volume');
|
||
const vol = this._pickVariant('volume', this.volVariants, 'atequipment', volUnit);
|
||
if (vol == null) {
|
||
Object.values(this.machines).forEach((machine) => machine.handleInput('parent', 'execSequence', 'shutdown'));
|
||
this.logger.warn('No volume data available to safe guard system; shutting down all machines.');
|
||
this.safetyControllerActive = true;
|
||
return;
|
||
}
|
||
|
||
const {
|
||
enableDryRunProtection,
|
||
dryRunThresholdPercent,
|
||
enableOverfillProtection,
|
||
enableHighVolumeSafety,
|
||
timeleftToFullOrEmptyThresholdSeconds
|
||
} = this.config.safety || {};
|
||
|
||
const dryRunEnabled = Boolean(enableDryRunProtection);
|
||
const highVolumeSafetyEnabled = Boolean(enableHighVolumeSafety ?? enableOverfillProtection);
|
||
const timeProtectionEnabled = timeleftToFullOrEmptyThresholdSeconds > 0;
|
||
const safety = this._computeSafetyPoints();
|
||
const triggerHighVol = safety.highVolumeSafetyVol;
|
||
const triggerLowVol = safety.dryRunSafetyVol;
|
||
const currentLevel = this._pickVariant('level', this.levelVariants, 'atequipment', 'm');
|
||
|
||
this.safetyState = {
|
||
dryRunActive: false,
|
||
highVolumeActive: false,
|
||
isOverflowing: Number.isFinite(currentLevel) && currentLevel >= this.basin.overflowLevel,
|
||
dryRunLevel: safety.dryRunLevel,
|
||
highVolumeSafetyLevel: safety.highVolumeSafetyLevel,
|
||
dryRunSafetyVol: safety.dryRunSafetyVol,
|
||
highVolumeSafetyVol: safety.highVolumeSafetyVol
|
||
};
|
||
|
||
// Rule 1: DRY-RUN — below minLevel, pumps cannot run.
|
||
if (direction === 'draining') {
|
||
const timeTriggered = timeProtectionEnabled && remainingTime != null && remainingTime < timeleftToFullOrEmptyThresholdSeconds;
|
||
const dryRunTriggered = dryRunEnabled && vol < triggerLowVol;
|
||
if (timeTriggered || dryRunTriggered) {
|
||
this.safetyState.dryRunActive = true;
|
||
// Shut down all downstream equipment — pumps must stop.
|
||
Object.values(this.machines).forEach((machine) => {
|
||
const pos = machine?.config?.functionality?.positionVsParent;
|
||
if ((pos === 'downstream' || pos === 'atequipment') && machine._isOperationalState()) {
|
||
machine.handleInput('parent', 'execSequence', 'shutdown');
|
||
}
|
||
});
|
||
Object.values(this.stations).forEach((station) => station.handleInput('parent', 'execSequence', 'shutdown'));
|
||
Object.values(this.machineGroups).forEach((group) => group.turnOffAllMachines());
|
||
this.logger.warn(
|
||
`Dry-run safety: vol=${vol.toFixed(2)} m3, remainingTime=${remainingTime ? remainingTime.toFixed(1) : 'N/A'} s; shutting down downstream equipment`
|
||
);
|
||
// Block _controlLogic so level-based control can't restart pumps.
|
||
this.safetyControllerActive = true;
|
||
}
|
||
}
|
||
|
||
// Rule 2: OVERFILL — above overflow level, pumps cannot stop.
|
||
// Only shut down UPSTREAM equipment. Downstream pumps + machine
|
||
// groups keep running at whatever the level control demands
|
||
// (which will be >100% near overflow = all pumps at max).
|
||
// Do NOT set safetyControllerActive — _controlLogic must keep
|
||
// running to maintain pump demand.
|
||
if (direction === 'filling') {
|
||
const timeTriggered = timeProtectionEnabled && remainingTime != null && remainingTime < timeleftToFullOrEmptyThresholdSeconds;
|
||
const highVolumeTriggered = highVolumeSafetyEnabled && vol > triggerHighVol;
|
||
if (timeTriggered || highVolumeTriggered) {
|
||
this.safetyState.highVolumeActive = true;
|
||
// Shut down UPSTREAM only — stop more water coming in.
|
||
Object.values(this.machines).forEach((machine) => {
|
||
const pos = machine?.config?.functionality?.positionVsParent;
|
||
if (pos === 'upstream' && machine._isOperationalState()) {
|
||
machine.handleInput('parent', 'execSequence', 'shutdown');
|
||
}
|
||
});
|
||
Object.values(this.stations).forEach((station) => station.handleInput('parent', 'execSequence', 'shutdown'));
|
||
// NOTE: machine groups (downstream pumps) are NOT shut down.
|
||
// They must keep draining to prevent overflow from worsening.
|
||
this.logger.warn(
|
||
`High-volume safety: vol=${vol.toFixed(2)} m3, remainingTime=${remainingTime ? remainingTime.toFixed(1) : 'N/A'} s; shutting down upstream equipment only — pumps keep running`
|
||
);
|
||
// NOTE: safetyControllerActive is NOT set — level control
|
||
// keeps commanding pumps at maximum demand.
|
||
}
|
||
}
|
||
}
|
||
|
||
_computeSafetyPoints() {
|
||
const safety = this.config.safety || {};
|
||
const dryRunPct = Number(safety.dryRunThresholdPercent) || 0;
|
||
const highPct = Number(
|
||
safety.highVolumeSafetyThresholdPercent ?? safety.overfillThresholdPercent ?? 98
|
||
) || 0;
|
||
const dryRunSafetyVol = this.basin.minVol * (1 + (dryRunPct / 100));
|
||
const dryRunLevel = this._calcLevelFromVolume(dryRunSafetyVol);
|
||
const highVolumeSafetyVol = this.basin.maxVolAtOverflow * (highPct / 100);
|
||
const highVolumeSafetyLevel = this._calcLevelFromVolume(highVolumeSafetyVol);
|
||
|
||
return {
|
||
dryRunSafetyVol,
|
||
dryRunLevel,
|
||
highVolumeSafetyVol,
|
||
highVolumeSafetyLevel
|
||
};
|
||
}
|
||
|
||
/* --------------------------- Basin --------------------------- */
|
||
|
||
/**
|
||
* Compute basin geometry from config and seed the initial predicted
|
||
* volume at the operational floor.
|
||
*
|
||
* Basin is modelled as a rectangular prism (constant cross-section),
|
||
* so `volume = level × surfaceArea`. See the wiki's basin-model
|
||
* diagram for the full threshold layout and naming conventions:
|
||
* wiki/functional-description.md#basin-model
|
||
*
|
||
* `minHeightBasedOn` ('inlet' | 'outlet') selects which pipe height
|
||
* defines `minVol` — the 0 % point of fill-percent and the default
|
||
* dry-run reference.
|
||
*/
|
||
initBasinProperties() {
|
||
const minHeightBasedOn = this.config.hydraulics.minHeightBasedOn;
|
||
const volEmptyBasin = this.config.basin.volume; // m3 — total basin capacity
|
||
const heightBasin = this.config.basin.height; // m — floor to rim
|
||
const inflowLevel = this.config.basin.inflowLevel; // m — inlet pipe bottom/invert
|
||
const outflowLevel = this.config.basin.outflowLevel; // m — outlet/pump suction pipe top
|
||
const overflowLevel = this.config.basin.overflowLevel; // m — overflow weir crest
|
||
const inletPipeDiameter = this.config.basin.inletPipeDiameter;
|
||
const outletPipeDiameter = this.config.basin.outletPipeDiameter;
|
||
|
||
// Constant cross-section assumption: volume = level × area
|
||
const surfaceArea = volEmptyBasin / heightBasin;
|
||
|
||
// Volume at each critical height
|
||
const maxVol = heightBasin * surfaceArea; // ≡ volEmptyBasin (see note above)
|
||
const maxVolAtOverflow = overflowLevel * surfaceArea; // spill threshold
|
||
const minVolAtOutflow = outflowLevel * surfaceArea; // dry-run threshold
|
||
const minVolAtInflow = inflowLevel * surfaceArea; // gravity-feed threshold
|
||
|
||
// Operational floor: which pipe defines "basin too low"
|
||
const minVol = minHeightBasedOn === 'inlet' ? minVolAtInflow : minVolAtOutflow;
|
||
|
||
this.basin = {
|
||
volEmptyBasin,
|
||
heightBasin,
|
||
inflowLevel,
|
||
outflowLevel,
|
||
overflowLevel,
|
||
inletPipeDiameter,
|
||
outletPipeDiameter,
|
||
surfaceArea,
|
||
maxVol,
|
||
maxVolAtOverflow,
|
||
minVolAtInflow,
|
||
minVolAtOutflow,
|
||
minVol,
|
||
minHeightBasedOn
|
||
};
|
||
|
||
// Seed predicted volume at operational floor — the station assumes
|
||
// the basin is at minimum until calibrated by a real measurement.
|
||
this.measurements.type('volume').variant('predicted').position('atequipment').value(minVol).unit('m3');
|
||
}
|
||
|
||
/**
|
||
* Validate basin + control threshold ordering.
|
||
*
|
||
* Every pair is a strict physical or control invariant. Violations
|
||
* don't throw — they log a warning and return the list so callers
|
||
* (tests, node-status, the eval harness) can surface them. Returning
|
||
* [] means "all invariants hold".
|
||
*
|
||
* Strict invariants (bottom → top):
|
||
* 0 < outflowLevel < inflowLevel < overflowLevel ≤ basinHeight
|
||
* dryRunLevel ≤ minLevel ≤ startLevel ≤ inflowLevel < maxLevel ≤ highVolumeSafetyLevel < overflowLevel
|
||
*
|
||
* dryRunLevel and highVolumeSafetyLevel are DERIVED — computed
|
||
* from minVol × (1 + dryRunThresholdPercent/100) and overflowLevel ×
|
||
* highVolumeSafetyThresholdPercent/100 in the safety layer. Validating those
|
||
* catches config that would let minLevel sit below where safety has
|
||
* already force-stopped the pumps (no-op control band).
|
||
*/
|
||
_validateThresholdOrdering() {
|
||
const basin = this.basin;
|
||
const lvl = this.config.control?.levelbased || {};
|
||
|
||
const safetyPoints = this._computeSafetyPoints();
|
||
const dryRunLevel = safetyPoints.dryRunLevel;
|
||
const highVolumeSafetyLevel = safetyPoints.highVolumeSafetyLevel;
|
||
|
||
const checks = [
|
||
['outflowLevel', basin.outflowLevel, '<', 'inflowLevel', basin.inflowLevel],
|
||
['inflowLevel', basin.inflowLevel, '<', 'overflowLevel', basin.overflowLevel],
|
||
['overflowLevel', basin.overflowLevel, '<=', 'basinHeight', basin.heightBasin],
|
||
['dryRunLevel', dryRunLevel, '<=', 'minLevel', lvl.minLevel],
|
||
['minLevel', lvl.minLevel, '<=', 'startLevel', lvl.startLevel],
|
||
['startLevel', lvl.startLevel, '<=', 'inflowLevel', basin.inflowLevel],
|
||
['inflowLevel', basin.inflowLevel, '<', 'maxLevel', lvl.maxLevel],
|
||
['maxLevel', lvl.maxLevel, '<=', 'highVolumeSafetyLevel', highVolumeSafetyLevel],
|
||
['highVolumeSafetyLevel', highVolumeSafetyLevel, '<', 'overflowLevel', basin.overflowLevel],
|
||
];
|
||
|
||
const issues = [];
|
||
for (const [aName, a, op, bName, b] of checks) {
|
||
if (!Number.isFinite(a) || !Number.isFinite(b)) continue;
|
||
const ok = op === '<' ? a < b : a <= b;
|
||
if (!ok) {
|
||
const msg = `Threshold invariant violated: ${aName} (${a}) must be ${op} ${bName} (${b})`;
|
||
issues.push({ aName, a, op, bName, b, msg });
|
||
this.logger.warn(msg);
|
||
}
|
||
}
|
||
return issues;
|
||
}
|
||
|
||
/** Convert level (m from floor) → volume (m3). Clamps to 0. */
|
||
_calcVolumeFromLevel(level) {
|
||
return Math.max(level, 0) * this.basin.surfaceArea;
|
||
}
|
||
|
||
/** Convert volume (m3) → level (m from floor). Clamps to 0. */
|
||
_calcLevelFromVolume(volume) {
|
||
return Math.max(volume, 0) / this.basin.surfaceArea;
|
||
}
|
||
|
||
/* --------------------------- Output --------------------------- */
|
||
|
||
getOutput() {
|
||
const output = this.measurements.getFlattenedOutput();
|
||
const safety = this._computeSafetyPoints();
|
||
output.direction = this.state.direction;
|
||
output.flowSource = this.state.flowSource;
|
||
output.timeleft = this.state.seconds;
|
||
output.volEmptyBasin = this.basin.volEmptyBasin;
|
||
output.inflowLevel = this.basin.inflowLevel;
|
||
output.outflowLevel = this.basin.outflowLevel;
|
||
output.overflowLevel = this.basin.overflowLevel;
|
||
output.inletPipeDiameter = this.basin.inletPipeDiameter;
|
||
output.outletPipeDiameter = this.basin.outletPipeDiameter;
|
||
output.maxVol = this.basin.maxVol;
|
||
output.minVol = this.basin.minVol;
|
||
output.maxVolAtOverflow = this.basin.maxVolAtOverflow;
|
||
output.minVolAtOutflow = this.basin.minVolAtOutflow;
|
||
output.minVolAtInflow = this.basin.minVolAtInflow;
|
||
output.minHeightBasedOn = this.basin.minHeightBasedOn;
|
||
output.dryRunLevel = safety.dryRunLevel;
|
||
output.dryRunSafetyVol = safety.dryRunSafetyVol;
|
||
output.highVolumeSafetyLevel = safety.highVolumeSafetyLevel;
|
||
output.highVolumeSafetyVol = safety.highVolumeSafetyVol;
|
||
output.isOverflowing = Boolean(this.safetyState?.isOverflowing);
|
||
output.safetyState = this._deriveSafetyState();
|
||
output.percControl = this.percControl;
|
||
output.predictedOverflowVolume = this.measurements
|
||
.type('overflowVolume').variant('predicted').position('atequipment').getCurrentValue('m3') ?? 0;
|
||
output.predictedOverflowRate = this.measurements
|
||
.type('flow').variant('predicted').position('overflow').getCurrentValue('m3/s') ?? 0;
|
||
output.predictedUnderflowVolume = this.measurements
|
||
.type('underflowVolume').variant('predicted').position('atequipment').getCurrentValue('m3') ?? 0;
|
||
return output;
|
||
}
|
||
|
||
_deriveSafetyState() {
|
||
if (this.safetyState?.isOverflowing) return 'overflowing';
|
||
if (this.safetyState?.highVolumeActive) return 'highVolume';
|
||
if (this.safetyState?.dryRunActive) return 'dryRun';
|
||
return 'normal';
|
||
}
|
||
}
|
||
|
||
module.exports = PumpingStation;
|
||
/* ------------------------------------------------------------------------- */
|
||
/* Example usage */
|
||
/* ------------------------------------------------------------------------- */
|
||
|
||
if (require.main === module) {
|
||
const Measurement = require('../../measurement/src/specificClass');
|
||
const RotatingMachine = require('../../rotatingMachine/src/specificClass');
|
||
|
||
function createPumpingStationConfig(name) {
|
||
return {
|
||
general: {
|
||
logging: { enabled: true, logLevel: 'debug' },
|
||
name,
|
||
id: `${name}-${Date.now()}`,
|
||
flowThreshold: 1e-4
|
||
},
|
||
functionality: {
|
||
softwareType: 'pumpingStation',
|
||
role: 'stationcontroller'
|
||
},
|
||
basin: {
|
||
volume: 43.75,
|
||
height: 10,
|
||
inflowLevel: 3,
|
||
outflowLevel: 0.2,
|
||
overflowLevel: 3.2,
|
||
inletPipeDiameter: 0.4,
|
||
outletPipeDiameter: 0.3
|
||
},
|
||
hydraulics: {
|
||
refHeight: 'NAP',
|
||
basinBottomRef: 0,
|
||
minHeightBasedOn: 'outlet'
|
||
},
|
||
safety: {
|
||
enableDryRunProtection:false,
|
||
enableHighVolumeSafety:false,
|
||
highVolumeSafetyThresholdPercent: 98
|
||
}
|
||
};
|
||
}
|
||
|
||
function createLevelMeasurementConfig(name) {
|
||
return {
|
||
general: {
|
||
logging: { enabled: true, logLevel: 'debug' },
|
||
name,
|
||
id: `${name}-${Date.now()}`,
|
||
unit: 'm'
|
||
},
|
||
functionality: {
|
||
softwareType: 'measurement',
|
||
role: 'sensor',
|
||
positionVsParent: 'atequipment'
|
||
},
|
||
asset: {
|
||
category: 'sensor',
|
||
type: 'level',
|
||
model: 'demo-level',
|
||
supplier: 'demoCo',
|
||
unit: 'm'
|
||
},
|
||
scaling: { enabled: false },
|
||
smoothing: { smoothWindow: 5, smoothMethod: 'none' }
|
||
};
|
||
}
|
||
|
||
function createFlowMeasurementConfig(name, position) {
|
||
return {
|
||
general: {
|
||
logging: { enabled: true, logLevel: 'debug' },
|
||
name,
|
||
id: `${name}-${Date.now()}`,
|
||
unit: 'm3/s'
|
||
},
|
||
functionality: {
|
||
softwareType: 'measurement',
|
||
role: 'sensor',
|
||
positionVsParent: position
|
||
},
|
||
asset: {
|
||
category: 'sensor',
|
||
type: 'flow',
|
||
model: 'demo-flow',
|
||
supplier: 'demoCo',
|
||
unit: 'm3/s'
|
||
},
|
||
scaling: { enabled: false },
|
||
smoothing: { smoothWindow: 5, smoothMethod: 'none' }
|
||
};
|
||
}
|
||
|
||
function createMachineConfig(name,position) {
|
||
return {
|
||
general: {
|
||
name,
|
||
logging: { enabled: false, logLevel: 'debug' }
|
||
},
|
||
functionality: {
|
||
softwareType: "machine",
|
||
positionVsParent: position
|
||
},
|
||
asset: {
|
||
supplier: 'Hydrostal',
|
||
type: 'pump',
|
||
category: 'centrifugal',
|
||
model: 'hidrostal-H05K-S03R'
|
||
}
|
||
};
|
||
}
|
||
|
||
function createMachineStateConfig() {
|
||
return {
|
||
general: {
|
||
logging: {
|
||
enabled: true,
|
||
logLevel: 'debug'
|
||
}
|
||
},
|
||
movement: { speed: 1 },
|
||
time: {
|
||
starting: 2,
|
||
warmingup: 3,
|
||
stopping: 2,
|
||
coolingdown: 3
|
||
}
|
||
};
|
||
}
|
||
|
||
function seedSample(measurement, type, value, unit) {
|
||
const pos = measurement.config.functionality.positionVsParent;
|
||
measurement.measurements.type(type).variant('measured').position(pos).value(value, Date.now(), unit);
|
||
}
|
||
|
||
(async function demo() {
|
||
const station = new PumpingStation(createPumpingStationConfig('PumpingStationDemo'));
|
||
const pump1 = new RotatingMachine(createMachineConfig('Pump1','downstream'), createMachineStateConfig());
|
||
//const pump2 = new RotatingMachine(createMachineConfig('Pump2','upstream'), createMachineStateConfig());
|
||
|
||
//const levelSensor = new Measurement(createLevelMeasurementConfig('WetWellLevel'));
|
||
//const inflowSensor = new Measurement(createFlowMeasurementConfig('InfluentFlow', 'in'));
|
||
//const outflowSensor = new Measurement(createFlowMeasurementConfig('PumpDischargeFlow', 'out'));
|
||
|
||
//station.childRegistrationUtils.registerChild(levelSensor, levelSensor.config.functionality.softwareType);
|
||
//station.childRegistrationUtils.registerChild(inflowSensor, inflowSensor.config.functionality.softwareType);
|
||
//station.childRegistrationUtils.registerChild(outflowSensor, outflowSensor.config.functionality.softwareType);
|
||
|
||
station.childRegistrationUtils.registerChild(pump1, 'machine');
|
||
//station.childRegistrationUtils.registerChild(pump2, 'machine');
|
||
|
||
// Seed initial measurements
|
||
|
||
//seedSample(levelSensor, 'level', 1.8, 'm');
|
||
//seedSample(inflowSensor, 'flow', 0.35, 'm3/s');
|
||
//seedSample(outflowSensor, 'flow', 0.20, 'm3/s');
|
||
|
||
|
||
|
||
setInterval(
|
||
() => station.tick(), 1000);
|
||
|
||
await new Promise((resolve) => setTimeout(resolve, 10));
|
||
|
||
console.log('Initial state:', station.state);
|
||
station.setManualInflow(300,Date.now(),'l/s');
|
||
station.calibratePredictedVolume(3.4);
|
||
//await pump1.handleInput('parent', 'execSequence', 'startup');
|
||
//await pump1.handleInput('parent', 'execMovement', 10);
|
||
//
|
||
//await pump2.handleInput('parent', 'execSequence', 'startup');
|
||
//await pump2.handleInput('parent', 'execMovement', 10);
|
||
|
||
console.log('Station state:', station.state);
|
||
console.log('Station output:', station.getOutput());
|
||
})().catch((err) => {
|
||
console.error('Demo failed:', err);
|
||
});
|
||
}
|
||
//*/
|